|
| 1 | Demolition R.C.C.work by Existing foundation 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. |
| 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. |
| 3 | In cement mortar |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 5 | For thickness of tiles 10 mm to 25 mm |
| 6 | 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. |
| 7 | Supplying HILTY, 9HIT-REIO) Anchoring chemical of 580ml capacity tube. |
| 8 | 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Drilling 25mm dia and 30cm holes in brick works,grouting of 16mm dia TMT bars in the drilled holes with HILTY ancharing chemical by pressure gun grouting, inserting rod in the chemical etc.complete as deirected by the Engineer in charge. |
| 14 | (Note : The cost of HILTY Chemical and TMT bars will be paid seperately) |
| 15 | Supplying and fixing EN 8 grade M.S.Angulor bolts of required diametre and length including threading at top for 120 to 150mm length as required galvanizing of anchor bolts for top 300mm length including fixing to the Beam, Column or wherever required to metals the alignment of tower base plate holes etc. complete as directed by the Engineer in charge. |
| 16 | Supplying and Erection of three legged ground based angular communication tower 12metre height using MS hot dipped galvanised sections of different strength grades conforming Tubular/Angular tower materials including galvanising 80 micron thickness making holes of required numbers, diametre |
| 17 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. |
| 18 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 19 | 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) |
| 20 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. |
| 21 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 22 | Providing and fixing spike type lightening arrester made of 25mm dia hollow copper pipe of wall thickness 1.60mm and required length with necessary fixtures at top of the tower. The spike shall be insulated by Teflon material and connected to GI plate earthing by GI flat 50 x 3mm with proper lugging arrangement as directed by the Engineer-in-charge. (Cost of G.I. Flat of 50 x 3 mm shall be paid separately). |
| 23 | Providing and fixing GI strip of size 50 x 3 mm with necessary GI clamps at every 1.50m, interval with Porcelain insulator, bolts, nuts, screws, etc.along with vertical runway including connecting with lightning spike at top of tower and earth at ground without overlap joint etc., complete as directed by the Engineer-in-charge. The rate includes all required materials, labours Please Enable Macros to View BoQ information |
