Maintenance of U.T.C. bus stand Haridwar under Mahakumbh mela 2021 Haridwar.

Amount

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete . code 14.46

Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. code 15.3

Demolishing 1:3:6 or richer mix cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.by the direction in Engineer - in - charge work to be execuated as per specification code 15.2.1

Dismantling doors, windows and clerestory windows (steel or wood) shutter Of area 3 sq. metres and below including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead by the direction in Engineer - in - charge work to be exec code 15.12.1

Dismantling doors, windows and clerestory windows (steel or wood) shutter Of area 3 sq. metres and below including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead by the direction in Engineer - in - charge work to be exec code 15.12.2

Demolishing brick work 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 cement mortar code 15.7.4

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead by the direction in Engineer - in - charge work to be execuated as per specification a rat code 15.56

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm. code 15.23.1

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm. code 15.25

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 getting oucode 2.8.1

Providing and laying in position cement concrete 1:4:8 -All work upto plinth level (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). of specified grade excluding the cost of centring and shuttering - by the direction in code 4.1.8

Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, p D.S.R. 4.2.3

Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete Hot finished welded type tubes. D.S.R. 10.16.1

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of a D.S.R. 12.1.3

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor.With Chlorpyriphos/Li code 2-35-3-1

Brick work in Cement mortar 1:6 (1 cement : 6 coarse sand) with F.P.S. bricks of class designation 75 in foundation and plinth by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 6.1.2

P/L of reinforced cement concrete 1:1.5:3 - All work upto plinth level (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in position specified grade excluding the cost of centring, shuttering, finishing and reinforcemen code 5.1.2

Brick work in Cement mortar 1:6 (1 cement : 6 coarse sand) in superstructure above plinth level upto floor V level with F.P.S. bricks of class designation 75 in all shapes and sizes by the direction in Engineer - in - charge work to be execuated as per s code 6.4.2

Half brick masonry in Cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure above plinth level upto floor V level with F.P.S. bricks of class designation 75 by the direction in Engineer - in - charge work to be execuated as per specification a code 6.13.2

Reinforced cement concrete 1:1.5:3 upto floor five level (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, code 5.2.2

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above code 5.22.6

Centring and shuttering for Foundations, footings, bases of columns, etc. including strutting,ropping etc. and removal of form for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given code 5.9.1

Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts. including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 5.9.6

Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers .including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above give code 5.9.5

Centring and shuttering for Suspended floors, roofs, landings, balconies and access platform. including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above code 5.9.3

12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 13.1.2

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge code 11.36

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 code 11.37

Providing and fixing 18 mm thick Granite of any colour and shade gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, co code 8.2.2.2

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 code 2-25

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. 40mm thick with 20mm nominal size stone aggregate. code 11-3-1

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 11.13.1

Kota stone slab flooring over 20 mm (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 coarse sand code 11.26.1

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing code 11.27

Plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 5.30

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and code 4-17

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with code 10.3

Providing and fixing pressed steel door frames Profile B conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 code 10-14-1-1

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt code10-11-1

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. code10.25.2

Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item code 14-5-1

Providing and fixing 30 mm thick ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or code 9-21-2

Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc 250x16 mm as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item code 9-62-2

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc 200x10 mm. as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item code 9-63-2

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc 100 mm . as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item code 9-66-2

White washing with lime to give an even shade, New work (three or more coats) with a base coat of white washing with lime as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item code 13-37-1

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. code 13.80

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including priming coat with cement primer code 13.41.1

Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. as per direction of Engineer-in-charge, work to be code 13-45-1

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work code 14.54.1

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) code 22.14.1

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) 20 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given code 14.48A

Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 15 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above give code 18-11-1

Providing and fixing brass bib cock of approved quality 15 mm nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given code 18-15-1

Providing and fixing 15mm DIA G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) code 18.46.1

Providing and fixing 20mm DIA G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) code 18.46.2

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110 mm diameter ) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as code 12.41.2

Providing and fixing on wall face unplasticised - 110mm dia coupler PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm ga code 12.42.1.2

Providing and fixing on wall face unplasticised - 110mm dia shoe plain PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 m code 12.42.6.2

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin sD.S.R 17.7.2

Providing & Fixing C.P. brass angle valve D.S.R 18.53.1

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions code 17.4.1

Providing and fixing P.V.C 32 mm dia. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Cistern code 17.28.1.1

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and code 22.10

Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work code 13.66.1

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceabl code 2-15 mord

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, k code 8-2-A morth

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. code 6-7-1 mord

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Nominal mix (1:2:4) code 12-5-2-1 mord

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 code 12-3 mord

Providing and laying microsurfacing course, comprising of dry fine aggregates conforming to grading of specification as per IRC: SP-81- 2008, polymer /latex modified cationic bitumen emulsion, Ordinary portland cement as filler, chemical additives code 3-8-2 MISC.

Fog Spray - Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing. Fog Spray By Mechinacal Means including Blinding Material code 3-7-2 MISC..

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2. code 6-4 mord

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