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Requirement :
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Govt sr sec school karmisar civil work. -earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils , pcc in foundation providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 148(1 cement4 coarse sand 8 graded stone aggregate 40 mm nominal size)., providing and laying in position specified grade of cement concrete for rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement3 coarse sand) and making good the joints and cost of plastisers (if required ) excluding the cost of centtering shuttering and reinforcement,m 20 grade nominal mix/ design mix., column footing;-centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for foundation, footings, strap beam, raft, base of column etc, brick work masonary with f.p.s bricks of ist class desgnation in foundation and plinth in. cement sand mortar 16 ( 1 cement 6 coarse sand) , "plinth beam-providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. , m20 grade nominal mix / design mix ", filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 mtr. and lift upto 1.5 mtr. , supply & stacking good earth at site complete including loading , unloading and transportation etc &filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 mtr. and lift upto 1.5 mtr. , brick work with non modular flyash brick conforming to is 12894 2002 of class designation 10.0 in superstructure above plinth level upto floor five level in. . cement mortar 16 (1 cement 6 coarse sand), dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with river sand complete. , pcc providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 136(1 cement3 coarse sand 6 graded stone aggregate 20 mm nominal size).m 10 grade nominal mix, lintel beam providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix, slab & beams- providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix, columns - providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement3 coarse sand) and making good the joints and cost of plastisers (if required ) excluding the cost of centtering shuttering and reinforcement for walls (any thickness) including attached plasters, buttreses, plinth and sring courses, fillets, columns, pillers, piers, abutments, post and struts etc add extra for m 25 grade concrete by using min 410sand mort kg of cenent per cum instead of m 20 grade design mix, centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. , column -centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for columns, pillers, posts,and struts etc, steel-p/f reinforcement for rcc work including straightening,cutting, bending, placing in position and binding (including cost of binding wire) all complete upto floor five levetmt bars (conforming of relevent is code). , door frames- structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. angle iron (40x40x5mm. @ 3 kg/m), providing and fixing m.s. sheet 1mm thick double leaf door shutter windows in angle iron frame 35x35x5 mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of engg. incharge but excluding cost of chowkhats including two coats of anit-corrosive red oxide primer paint, glazed window providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13 x 3 mm , 10cm long embeded in cement concrete block 15 x 10 x 10 cm of 136 (1 cement 3 course sand 6 gradred stoneaggregate 20mm nominal size )or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4 mm thick with copper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer , excluding cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required partly fixed and partly openable ( fixed area not to exceed 33% ), wire gauge providing & fixing fly proof wire gauze to windows, clerestory windows & doors with m.s. flat 15x3 mm and nuts & bolts complete.galvanised m.s. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides, guard bars providing and fixing square bars or other flat welded to window/ventilators etc., guard bar 12 x12mm, kota stone slab flooring 25 mm thick over 20mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 4 (1 cement 4 course sand ) for area 2001 to 5000 sq. cm, kota stone slabs 25 mm thick in risers and steps skirting, dado and pillars laid on 12 mm (avera
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