Development of Bus Stop Site at Paprola

Amount

Dismantling roofing including ridges, hips, valleys andgutters etc., and stacking the material within 50 metres lead of:Sheet roofing

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :in CM

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete.

Providing form work with steel plates of 3.15mm thick, welded with angle iron in frames of 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in foundation,. Footings bases of columns and mass concrete .

Providing form work with steel plates of 3.15mm thick, welded with angle iron in frames of 30x30x5mm,so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillars , posts and struts, square, rectangular, polygonal in plain.

Providing form work with steel plates of 3.15mm thick, welded with angle iron in frames of 30x30x5mm,so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beams cantilevers, girders lintels, sides, and soffits of beams haunchings, cantilevers bressumers and lintels upto all depths.

Providing and laying cement concrete 1:6:12 (One cement: six sand: twelve graded crushed/broken stone aggregate 40mm nominal size and curing complete, excluding cost of form work in foundation and plinth.

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 : cement concrete work 1:2:4 (1 cement: 2 Sand 4 graded stone agg.20mm nominal size) in foundation and footing and basis of coulmn and the likeand mass concrete .

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)

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 (1cement : 1.5 coarse sand) : 3 graded stone aggregate20 mm nominal size).

Steel reinforcement for reinforced cement concrete work including strengthening, cutting, bending, binding and placing in position complete and binding all complete avobe plinth level TMT bar grade Fe-500

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 :CM 1:6

P/F stainless steel knock down railing of 50 mm wide handrail fixed on 75x75 mm SS Square pole fixed at end horizontal hand rail at 150 mm c/c connected at the side bluster with fixture . The blusters would be fixed on to floor with casted base plate of minimum 6 mm thickness base plate shall be concealed with suitable SS 316 grade cover cape ailing height to be taken @ 90 mm form floor levl

P/F stainless steel sitting Bench of 50x50 mm SS Square pole fixed at end horizontal rail 50 mm x20mm for sitting at 100 mm . The blusters would be fixed on to floor with casted base plate of minimum 6 mm thickness base plate shall be concealed with suitable SS 316 grade cover cape ailing height to be taken @ 45 cm form floor level

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :with :Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built upstandard tubular sections/ appropriate Z sections andother sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with requiredEPDM rubber/ neoprene gasket etc. Aluminium sectionsshall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle,Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) :Powder coated aluminium (minimum thickness of powder coating 50 micron)

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 both sides

Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc. with EPDM rubber /neoprene gasket etc. complete as per the architecturaldrawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer in-charge. (Only weight of grill to be measured forpayment)

Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :250x16 mm

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 :250x10 mm

Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colour orshade, with necessary screws etc. Complete 125 mm

Kota stone slab flooring over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixedwith pigment to match the shade of the slab, includingrubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) :

Kota stone slabs 20 mm thick in risers of steps, skirting,dado and pillars laid on 12 mm (average) thick cementmortar 1:3 (1 cement: 3 coarse sand) and jointed withgrey cement slurry mixed with pigment to match theshade of the slabs, including rubbing and polishingcomplete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete 600x600 mm

Providing and fixing pre-painted sheet roofing of kotar metal single skin trapezoidal 10 (ten) refitted sheeting 0.60mm thickness having 1060mm (one thousand sixty millimetre) cover width cover all width 1126mm, 28mm crest depth at 353mm (three hundred fifty three millimetre) 2.50mm (two decimal fifty millimetre) the main crest with at top 25mm and at lower 81mm base metal of coil rolled steel coil with zinc waiting top coat with regular modified polysters coating of approved shade and balancing reverse coat 5.5mm (five decimal five millimetre) dia and 55mm (fifty five millimetre) length with EPDM seal complete in all respect

Providing and fixing pre-painted sheet ridge or hips 60cm (sixty centimetre) over all of kotar metal skin trapezoidal profiled sheeting 0.60mm cover with over all width 1126mm (one thousand one hundred twenty six) 28mm (twenty eight) crest depth at 353mm (three hundred fifty three) 2mm (two millimetre) C/C crest distance. There will be two ribs at the centre for stiffening heaving crest depth of 2.5mm (two decimal five millimetre) the main crest with at top zinc waiting top coat with regular modified polyster coating of approved shade and balancing reverse coat 5.5mm (five decimal five millimetre) dia and 550mm (five hundred fifty millimetre) length with DPDM seal complete in all respect as per approved drawing design

Providing and fixing plaing M.S. B.P. sheet 1.60mm to 2 mm (one decimal sixty millimetre t 2 millimeters) in eves board/facia/ soffits ceiling including jointing with gas/electric welding in position complete (frame work is to be measured paid for separately)

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 ofapproved steel primer all complete.

Providing and fixing 600x600x16 mm dune RH 99 tiles of armstrong /600x600x15 mm mineral fiber tiles of gyproc with wood wool backing and fix with power coated GI frame work @600 mm c/c in combination with 150x12 mm thic RAI wood border as per pettern.

Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying 60mm thick faciory made cementconcrete interlocking paver block of M -30 grade madeby block making machine with strong vibratorycompaction, of approved size, design & shape, laid inrequired colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the jointswith line sand etc. all complete as per the direction of Engineer-in-charge

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer

Finishing walls with 100% Premium acrylic emulsionpaint having VOC less than 50 gm/litre and UVresistance as per IS 15489:2004, Alkali & fungalresistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives

Painting Steel work with Deluxe MultiSurface Paint to give an even shade. Two ormore coat applied @ 0.90 ltr/ 10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)

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 ofapproved steel primer all complete.

Providing and laying reinforced cement concrete pipe NP2 half round pipe for drainage system on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 450 mm .

Anil Kumar