Construction of Govt.inter college Building Hargad , Distt. Chamoli

Amount

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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

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 m.D.S.R 2.25

Treatment of soil under existing floors using chemical emul sion @ 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/Lindane E.C. 20% with 1% concentration

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) D.S.R 4.1.8

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate12.5 mm nominal size).D.S.R 4.10

Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) - All work upto plinth level excluding the cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item ( D.S.R 5-1-2)

Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto floor five level work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. excluding cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item (D.S.R 5-2-2)

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) : 3 graded stone aggregate 20 mm nominal size)

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 item D.S.R 5-9-1

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 given item D.S.R 5-9-3

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 given item D.S.R 5-9-5

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 D.S.R 5-9-6

Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 5-22-6

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 D.S.R 5.30

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R 6.1.1

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 ( D.S.R 6-1-2 )

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item ( D.S.R 6-4-2 )

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 level. Cement mortar 1:4 (1 cement :4 coarse sand) D.S.R 6.13.2

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. D.S.R 6.15

Random rubble masonry with Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item (D.S.R 7-1-1)

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS 15622 (thickness to be specified by the manufacturer), of approved make,in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. D.S.R 8.31

Providing and fixing 35 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 cross bands and face veneers on both faces of shutters.including ISI marked Stainless Steel butt hinges with necessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 9.21.1

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding D.S.R 9.48.1

Providing and fixing aluminium sliding door bolts, ISI marked anodisedanodic 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 : 300x16 mm D.S.R 9.96.1

Providing and fixing aluminium sliding door bolts, ISI marked anodisedanodic coating not less than grade AC 10 as per IS : 1868),transparent o rdyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm D.S.R 9.96.2

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 .R D.S 9.97.1

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 200x10 mm .R D.S 9.97.2

Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm D.S.R 9.100.1

Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper D.S.R 9.101.1

Providing and fixing pressed steel door frames 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 ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: D.S.R 10.14.1

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. :: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) ( D.S.R 10.15.1)

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube D.S.R 10.26.1

Cement concrete 40mm thick 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. complete.by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 11.3.1

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 and polishing complete

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 D.S.R 11.13.1

Kota stone slab flooring over 25 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) :D.S.R 11.26.1

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. D.S.R 11.37

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 D.S.R 13-1-2

15 mm cement plaster on rough side of single or half brick wall 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 D.S.R 13-2-2

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.

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 water tinnable priming coat with cement primer D.S.R 13.41.1

Finishing walls with Acrylic Smooth exterior paint of required shade13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) D.S.R 13.46.1

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

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 D.S.R 14.5.1

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured.

SANITARY ITEMS: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests D.S.R 17.1.1

Providing and fixing on wall face unplasticised - 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 gap for thermal expansion.42.3 Single tee with door 12.42.3.1 75x75x75 mm

White Vitreous China Flat back wash basin size 550x 400mm withsingle 15 mm C.P. brass pillar tap D.S.R 17.7.4

Single tee with door12.42.3.2 110x110x110 mm

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board groun fixed to wooden cleats with C.P. brass screws and washers complete.D.S.R 17.31

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. :: 110 mm diameter pipes

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. :: 75 mm diameter pipes

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid

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 and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern

110 mm bend

Bend 87.5° :: 75 mm bend

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing toilet paper holder : 17.34.1 C.P. brass

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 18.51.1 15 mm nominal bore

450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms D.S.R 17.73.1

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore D.S.R 18.10.1

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore D.S.R 18.10.2

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.15 mm dia nominal bore D.S.R 18.12.1

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.20 mm dia nominal bore D.S.R 18.12.2

Providing and fixing brass bib cock of approved quality 15 mm nominal bore D.S.R 18.15.1

Providing and fixing brass stop cock of approved quality 20 mm nominal bore D.S.R 18.16.2

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15mm nominal bore D.S.R 18.18.1

Providing and fixing gun metal non- return valve of approved quality(screwed end) : 25 mm nominal bore Horizontal ,D.S.R 18.19.1.1

Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore D.S.R 18.21.2.1

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)15 mm nominal bore D.S.R 18.46.1

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore D.S.R 18.46.2

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.D.S.R 18.48

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore D.S.R 18.53.1

Providing and fixing square-mouth S.W. gully trap class SP- complete with C.I grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 D.S.R 19.4.1.1

18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design.D.S.R 19.33

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

Earthwork in Hill Road (Hill Side Cutting) :: Excavation in soil in Hilly Area by mechanical means :: Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge work to be execuated as per specification a rate of above given item

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supplyof all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504

R. S. ENTERPRISES