New Okhla Industrial Development Authority-NOIDA has published Tender For Maintenance Of /O Park/Green Belt (Repair Of Boundry Wall In U.P.S.R.T.C. Bus Service Depot In Sector-35) Noida. Submission Date for this Tender is 12-03-2024. Wall construction Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil ( Loam ,clay or sand ) Including lift upto 1.50 M. and lead upto 30M. andincluding filling watering and ramming of exavated earth into the trenches or into the space between the building and the side of foundationtrenches or into the plith and removal and disposal of surplus earth as directed by the Engineer -in charge upto distance of 30 M. from the foundation trenches. (Where machine con not reach/move). |
| 2 | Cement concrete with 4 cm gauge approvedstone ballast coarse sand & cement in the proportion of 4:2:1 including supply of all materials labour tools & plantsetc.required for proper comptetion of the work. Same as item no. 279 above but in proportion of1:4:8(1 cement : 4 coarse sand: 8 stone bllast ) |
| 3 | Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 4 | Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : |
| 5 | Centring and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 6 | Providing and laying in position ready mixed M-25 gradeconcrete for reinforced concrete work , using cement content as per approved design mix , manufactured in fully automatic batching plant and transported to site of work in transit mixer for a leadshaving continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately ),All works upto plinth level. |
| 7 | 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. |
| 8 | Brick work with F.P.S. bricks of class designation 100in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 9 | 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) |
| 10 | Neat cement punning |
| 11 | 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. |
| 12 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 13 | 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. |
| 14 | Washed stone grit plaster on exteriorwalls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg ofcement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). |
| 15 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre lenght (total lenght90 mt. ) having 50 nos rounds per 6 metre lenght upyo 3 m heightv 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 wirestud tied with G.I. barbed wire 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 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 16 | Cement concrete with 4 cm gauge approvedstone ballast coarse sand & cement in the proportion of 4:2:1 including supply of all materials labour tools & plantsetc.required for proper comptetion of the work.Same as item no.279 but with 2cm. Gauge stone grit instead of 4 cm. gauge stone ballast. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work over an under coat of suitableshadewithordinarypaint of approved brand and manufacture. |
| 18 | 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) |
| 19 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven storyheight made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.) |
| 20 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove |
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