|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Providing and laying stone soling duly hand packed and compacted with a hand roller including carriage complete job |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 9 | Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 11 | Suspended floors, roofs, landings, balconies and access platforms. |
| 12 | Edges of slabs and breaks in floors and walls under 20 cm wide |
| 13 | 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. |
| 14 | Providing and laying of nallah stone boulder with maximum size of stone aggregates not excedding 90 mm including all cariages of materials from source to site loading , unloading etc complete job |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 16 | Providing and fixing of 20 mm dia 450 mm anchored long bolt full thread with nuts and washers for anchoring the steel structure including welding the bolta at bottom with 20 mm flat iron strip of atleast 200 mm long complete |
| 17 | Structural steel work 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. Welded |
| 18 | Providing and fixing precoated 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. |
| 19 | Providing ridges or hips of 60 cm overall width of plain precoated sheets fixed with SMP coated complete |
| 20 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :6.1.5 Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 21 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 22 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): imported wood |
| 23 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. imported wood 30 mm thick |
| 24 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws |
| 25 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 27 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 25mm thick with 12.5 mm nominal size stone aggregate. |
| 28 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 29 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick |
| 30 | Providing and fixing of thermal insulation with specifiedwool and density conforming to is 8181, 50mm thick, wrapped in 200 gm virgin polythene bagsfixed to walls with screws, rawl plugs and washers and held in a positionby criss crossing GI wire etc complete as per the directions on engineer in charge. with resin bonded fibre glass wool with density 24kg/cum |
| 31 | Providing and fixing of 10000 litre of polyethylene guddy pit (septic) tank conforming to ISI 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet and outlet pipes including overflow pipes all fiitting included complete job to be paid as per actual whichever is less.all as per directions of EIC. |
| 32 | Providing and fixing of 1 hp sludge/muddy pump along with complete accessories including electrical fittings complete job |
| 33 | Providing and fixing of C class 100 mm PVC pipe including punching of holes wherever required with allied fitting and Spigots including all other allied works complete job |
| 34 | Providing and fixing of PUF insulated door of with all aceesories and fittings complete job 20 mm thick all as per directions of EIC. |
| 35 | Excavating ,supplying and filling of local earth including rayality mech. Transport upto a lead of 5 km also incl. ramming and watering in layers not exceeding 20mm thick upto PL complete |
| 36 | Carriage of material by mechanical means including loading and unloading |
| 37 | Fine Aggregate for an avg Leadof 7 km |
| 38 | Coarse Aggregate for an avg Leadof 7 km Please Enable Macros to View BoQ information |
