Airports Authority Of India has published Re-Construction Of Boundary Wall , Repairing Of Damaged Perimeter Road At Different Places And Construction Of Chain Link Fencing At Old Terminal Building In Operational Area At Lilabari Airport . Re-Construction Of Boundary Wall , Repairing Of Damaged. Submission Date for this Tender is 27-11-2019. Wall construction Tenders in Lilabar Airport ,North Lakhimpur Assam Assam. Bidders can get complete Tender details and download the document.
| Name of Work: Re-Construction of boundary wall, repairing of damaged perimeter road at different places and construction of chain link fencing at old Terminal Building in Operational area at Lilabari Airport. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. | BI01010001010000000000000515BI0100001113 | 19.2 | cum |
| 2 | 2 | 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 (a) In cement mortar. | BI01010001010000000000000515BI0100001114 | 2.7 | cum |
| 3 | 3 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (a) From brick work in cement mortar. | BI01010001010000000000000515BI0100001115 | 2.34 | 1000 nos |
| 4 | 4 | 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. | BI01010001010000000000000515BI0100001116 | 105.7 | cum |
| 5 | 5 | Construction of granular sub-base by providing graded Material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, complete as per direction and satisfaction of Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 225 | cum |
| 6 | 6 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin- Charge. (a) 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. | BI01010001010000000000000515BI0100001118 | 770 | sqm |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all works upto plinth level. | BI01010001010000000000000515BI0100001119 | ||
| 8 | 7.01 | (a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001120 | 10.3 | cum |
| 9 | 7.02 | (b) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 31.55 | cum |
| 10 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights | BI01010001010000000000000515BI0100001122 | ||
| 11 | 8.01 | (a) Foundations, footings, bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001123 | 120.7 | sqm |
| 12 | 8.02 | (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001124 | 27.5 | sqm |
| 13 | 8.03 | {c} Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001125 | 37.97 | sqm |
| 14 | 8.04 | (d) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | BI01010001010000000000000515BI0100001126 | 6.8 | sqm |
| 15 | 9 | 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 | BI01010001010000000000000515BI0100001127 | 2159 | kg |
| 16 | 10 | 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): 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001128 | 8.1 | cum |
| 17 | 11 | 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). | BI01010001010000000000000515BI0100001129 | 1.3 | cum |
| 18 | 12 | 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) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001130 | 2.6 | cum |
| 19 | 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001131 | 42.2 | cum |
| 20 | 14 | 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 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001132 | 9.5 | cum |
| 21 | 15 | Labour Charges for Brick work with old bricks against item no 03 in foundation and plinth with Cement mortar 1:4 (1 cement : 4 coarse sand) (Brick shall be supplied by the department) | BI01010001010000000000000515BI0100001133 | 5 | cum |
| 22 | 16 | Supplying and fixing at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | BI01010001010000000000000515BI0100001134 | 1642.9 | kg |
| 23 | 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | BI01010001010000000000000515BI0100001135 | 73.5 | sqm |
| 24 | 18 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001136 | 120 | sqm |
| 25 | 19 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001137 | 168 | sqm |
| 26 | 20 | 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) | BI01010001010000000000000515BI0100001138 | 305 | sqm |
| 27 | 21 | Painting with aluminium paint of approved brand and manufacture to give an even shade . Two or more coats on new work | BI01010001010000000000000515BI0100001139 | 477 | sqm |
| 28 | 22 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (a) Made of G.I. wire of dia 4 mm | BI01010001010000000000000515BI0100001140 | 477 | sqm |
| 29 | 23 | 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. | BI01010001010000000000000515BI0100001141 | 1387.7 | kg |
| 30 | 24 | 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 2.4 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) | BI01010001010000000000000515BI0100001142 | 239 | metre |
| 31 | 25 | 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 | BI01010001010000000000000515BI0100001143 | 500 | kg |
| 32 | 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | BI01010001010000000000000515BI0100001144 | 208 | sqm |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
