|
| 1 | 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 for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 2 | Supplying & filling of GSB/River bed material of required size including spreading in layers as per directions of Engineer Incharge & hand ramming in layers including watering & all carriages leads, lifts upto woking site. All complete job including material & labour involved for completion of job. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering. All works upto plinth level 1:4:8 ( 1cement: 4Coarse sand (zone-III derived from natural sources): 8 graded stone agg. 40mm nominal size derived from natural sources) |
| 4 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | 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-500 D or more. |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 8 | 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. |
| 9 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (basemetal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on bothside of the sheet and polyester top coat 15-18 microns. Sheet should have protective guardfilm of 25 microns minimum to avoid scratches during transportation and should be suppliedin single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixedusing self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete uptoany pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. |
| 10 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coatedthickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete :Ridges plain (500 - 600mm) |
| 11 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coatedthickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thicknessof 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usingself drilling/ self tapping screws complete :Barge Board (Upto 300mm) |
| 12 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths,interlocked together through their entire length and jointed together at the end by end locks,mounted on specially designed pipe shaft with brackets, side guides and arrangementsfor inside and outside locking with push and pull operation complete, including the cost ofproviding and fixing necessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of requiredthickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 13 | Providing and fixing ball bearing for rolling shutters. |
| 14 | Float glass panes: 4 mm thick glass pane (weight not less than 10kg/sqm). |
| 15 | Providing and Fixing of 35mm thick doors/windows shutters using K.D wood (Non-local) excluding cost of necessary paneling which shall be paid for seperately but including all carriages leads & lifts upto site of work. Complete in all respects including hinges |
| 16 | Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 17 | 12mm plaster of mix 1:6 (1 cement:6 fine sand) |
| 18 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 21 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zoneIII) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived fromnatural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammedand consolidated and grouted with fine sand, including necessary excavation, levelling &dressing & finishing the top smooth. |
| 22 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm |
| 23 | 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). |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 25 | 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) |
| 26 | Providing and Fixing of wood work in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fasteners shall be paid for separately), using K.D wood (Non-local), including all carriages leads & lifts upto site of work. Complete in all respects. |
| 27 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 28 | Providing and fixing steel anchor bolts 450mm long of 16mm diameter with necessary threadings to be embedded in cement concrete block including cost of bolts etc required. |
| 29 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :100x10 mm |
