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| 1 | Item No 2.6.1-Earthwork in excavation by mechanical means Hydroulic excavator manual means over areas exceeding 30cm in depth,1.5m in width as well as 10sqm plan including getting out and disposed of excavated earth lead upto 50m and lift upto 1.5m,as directed by engineer in charge. |
| 2 | Item No 11.1.1-Brick on edge flooring with bricks of class designation 7.5 on abed of 12mm cement morter includuing filling the joints with sand mortar with common brunt clay non modular bricks. 1:4 |
| 3 | Item No 4.1.5-Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering – all work upto plinth level. 1:3:6 |
| 4 | Item No 5.22.6-A Steel reinforcement for RCC work including straightening,cutting,bending,placing in position and binding all complete aboveplinth level. |
| 5 | Item No 5.22.1-Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 6 | Item No 5.22A.6-Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Item No 5.22A.1-Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars |
| 8 | Item No 5.9.1-Centering and shuttering including strutting, propping etc. and removalof form for5.9.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.(ii)using 25mm thick plate |
| 9 | Item No 5.9.5-Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Item No 5.9.6-Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Item No 5.1.3-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 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Item No 5.3-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 size derived from natural sources). |
| 13 | Item No 6.13.2-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 levelCement mortar 1:4 (1 cement :4 coarse sand) |
| 14 | Item No 13.1.2-12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 15 | Item No 10.25.2-Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 16 | Item No 10.1-Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 17 | Item No 12.50-Providing and fixing precoated galvanised 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 Engineerin-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. |
| 18 | Item No 12.51-Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 - 600mm) Please Enable Macros to View BoQ information |
