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| 1 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 2 | 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). |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 6 | a) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 7 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 8 | Making template for fixing foundation bolts as per the lay out of foundation bolts using 3Nos of 4mm thick ACP sheet of size up to 500 mmx 500 mm each and making 5 nos of holes upto 32 mm dia in each plate to suit the 28mm foundation bolts and interconnecting the plates by MS angles of section L40xL40x4 mm with minimum 3 Nos of 8 mm dia bolts on each end and transportation from Anjumana to Companypady near Aluva including loading,unloading and lifting up to roof top at G+2 level complete as per the direction of Engineer in charge. |
| 9 | Placing of anchor bolts in sets corresponding to the requirement of tower erection including all labours and handling charges and checking with template in line , level, plumb etc. as per direction of Engineer - in- charge.complete. |
| 10 | Dismantling with care superstructure of three legged communication tower (upto 20Mtr height roof top tower ) including dismembering Structural sections of the tower viz.angles,flats, channels, gusset plate, base plate, bolts, nuts, ladder, working platform, cable tray, antenna fixtures, lightning arrestor , and lifting down from roof top to ground floor building etc and stacking within 50 Mtr lead etc., complete as directed by the Engineer - in Charge. (The rate shall be inclusive of cost of providing safety measures, insurance charges and all labour involved in the operation including hire charges and mobilisation charges of tools and plants etc. and nothing extra shall be paid on any account.) |
| 11 | Demolishing RCC tower foundation structure at level up to floor three level manually/ by mechanical means including stacking of steel bars, disposal of building debris including lifting down from G+2 level to ground level , loading , mechanical transportation and unloading at approved dumping ground within a lead of 5 km as per direction of Engineer - in- charge. |
| 12 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 13 | On concrete work |
| 14 | Supplying MS foundation bolts, bolts and nuts for tower all complete etc at site. |
| 15 | Transportaion of tower materials by mechanical transport from existing Ground+2 building atAnjumana Bye pass road to new site (Approx 10 km) including loading at Anjumana and unloading at new site, shifting from ground floor to roof top of building,sorting and stacking etc. complete. (a)20 metre roof top tower |
| 16 | Erection of three legged light weight roof top communication tower(NB) indicated in item no.12(a) above.(a) 20 metres roof top tower |
| 17 | Providing and applying paint of approved specification over the four legged light weight communication tower ( NB ) indicated in item no.14(a) above.(One coat of Etch Primer(MRF, Asian paint or equivalent)should be applied first followed by two coats of zinc chromate primer should be applied.Over that two or more coats of enamel paint Orange/ White of approved brand and manufacture should be applied.) |
| 18 | Supply of maintenance free earthing system consisting of UL listed copper bonded steel electrode with minimum 254 micron copper coating all through with ground enhancement material(GEM) tested for leaching & TCLP as per IEC62561-7 with heavy duty inspection pit with green cover made on polyamide material which can handle minimum 5 ton static load. The systems shall be conforming to IS3043,lS/IEC 62305, IEC 61643-5-54,UL467 and the rod tested for dimension, marking, tensile strength, salt mist, coating thickness, electrical resistivity test before and after corrosion test etc. as per IEC 62561-2. |
| 19 | Each set shall consists of following BOM(1) 17.2mm dia,3metre rod, minimum 254 micron copper bonding steel electrode-1No.(2) Ground enhancement material of 22Kg-(2bagof11.3Kg/each)(3)Earth inspection pit with green cover having a minimum load bearing capacity of 5 ton static load. |
| 20 | Providing GI strips of size 50 x 3 mm or 25x6 mm ,one end connected to the tower leg with GI bolt and nuts including providing and connecting alround the four legs at the bottoms of tower and the other end shall be connected to the GI plate earth/ring eartgh as per item 15 with 2.Nos. of 10 mm dia GI bolts and nuts including clamping the down lead flat to walls/stems without any sharp bends using necessary clamps and screws as directed by the Engineer -in-charge. |
| 21 | Providing and fixing spike type copper lightening arrester of 1.0mtr length with necessary fixtures at top of the tower. The spike shall be insulated from tower by Teflon material. The spike shall be connected to G.I plate earthing by GI strip which shall be paid seperately. |
| 22 | Providing G.I bus bar of 50 x 3 mm or 25x6mm connected to the tinned bottom portion of lightning conductor and to the ring earth/plate earth with 2 Nos of 10 mm dia brass nuts & bolts at each connection. The both ends of the bus bar shall be tinned properly and the entire length of bus bar shall be drawn through heat shrink sleeve and shall be shrunk properly. The bus bar shall be clamped to the tower building walls at uniform interval of 1.5 Mt.. using proper clamps such that the bus bar shall be well insulated from the tower building walls all complete as directed by the Engineer-in-charge. |
| 23 | Providing and fixing PVC pipes of pressure class of 4 Kg/Sq.cm complete fittings and clamps including cutting and making good the walls etc complete a) 63 mm outer dia |
| 24 | Credit for usable steel reinforcement obtained from demolition of Reinforced Cement Concrete structural members. |
| 25 | Drilling holes of 20 mm dia holes on roofing beam upto 50 cm depth and fixing 16mm anchor bars bent to required shape and length up to 130 cm with high strength polyester resin anchor grout (Fosroc Lockfix-E77) or equivalent up 75% hole with manufacture's specification approved as per the direction of engineer in charge.( The cost of 16mm bars shall be paid separateley vide item No:5a) |
| 26 | Conducting pull out test of 16mm dia bar embeded in drilled hole of 20mm dia and depth 500mm filled with with high strength polyester resin anchor grout (Fosroc Lockfix-E77) or equivalent up 75% hole as per manufacture's specification approved as per the direction of engineer in charge. |
| 27 | Conducting Non destructive test of Beam column frame over roof terrace for ascertaining structural stability for supporting additional beam column frame work ( 2 beams Total16MT) for supporting roof top tower of height 20m and weight 3MT at Companypady , Aluva |
| 28 | 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. |
| 29 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 30 | On steel work |
| 31 | Providing and fixing pre-coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 32 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 33 | Ridges plain (500 - 600mm) Please Enable Macros to View BoQ information |
