Construction of grading hall at gram panchayat ninus block chakrata district Dehradun

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedas per direction of Engineer-in-charge work to be execuated as per specification a rate of above given item

Earth work in excavation in All kinds of soil 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. charge work to be execuated as per specification a rate of above given item

Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). of specified grade -All work upto plinth level excluding the cost of centring and shuttering - by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Random rubble masonry wiih hard stone in foundatonand plinth including levelling up with cement concrete1:6:12 (1 cement : 6 coarse sand : 12 graded stoneaggregate 20mm nominal size) upto plinth level with 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

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) as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

P/L in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).- All work up to plinth level work , excluding the cost of centering, shuttering, finishing and reinforcement to be execuated as per specification a rate of above given item

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

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

Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).above plinth level up to 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 centering, shuttering, finishing and reinforcement work to be execuated as per specification a rate of above given item

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). work to be execuated as per specification a rate of above given item

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

Centering and shuttering for Foundations, footings, bases of columns, etc. for mass concrete including strutting, propping etc. and removal of form for all heights by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Centering and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers including strutting, propping etc. and removal of form for all heights by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

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

Centering and shuttering for Suspended floors, roofs, landings, balconies and access platform including strutting, propping etc. and removal of form for all heights by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

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

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

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 for all lift

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

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/Lindane E.C. 20% with 1% concentration

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 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 strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface Fixing with adjustable lugs with split end tail to each jamb as directed by Engineer-in-charge work to be execuated as per specification a rate of above given item

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 by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

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. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Providing and laying Ceramic glazed floor tiles of size 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 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

25 mm thick 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) : to be execuated as per specification a rate of above given item

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 work to be execuated as per pecification a rate of above given item

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

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)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cuttng, hoistng, fxing in positon and applying a priming coat of approved steel primer, including welding and bolted wiih special shaped washers etc.complete. Hot fnished welded type tubes.by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Providing and fixing glass panes, with putty and glazing clips in steel doors windows 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

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

Providing and fxing wire gauge 30 mm thick shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directons with wire of dia 0.63mm, for doors, windows and clerestory windows with hinges and necessary screws with ISI marked M.S. pressed butt hinges bright finished of required size - Kiln seasoned and chemically treated hollock wood by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Providing and fixing aluminium sliding door bolts,300x16 mm 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 as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Providing and fixing aluminium tower bolts, 250x10 mm 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 : as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Providing and fixing aluminium handles, 125 mm 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 :as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Providing and fixing aluminium hanging floor Single rubber 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. as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Supplying and fxing rolling shutters of approved make,made of required size M.S. laths, interlocked together through their entre length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operaton complete, including the cost of providing and fxing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths wiih 1.25 mm thick top cover.as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Providing and fixing ball bearing for rolling shutters..as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Providing and laying Polished Granite stone fooring in required design and patterns, in linear as well as curvilinear portons of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4(1 cement : 4 coarse sand) laid and jointed with cement slurry and pointng with white cement slurry admixed with pigment of matching shade including rubbing ,curing and polishing etc. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent all complete.as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugaton as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coatng thickness of 0.05mm) 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 protectve guard film of 25 microns minimum to avoid scratches during transportaton and should be supplied in single length up to 12 metre or asdesired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55mm) with EPDM seal, complete up to any pitch in horizontal/ vertcal or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutng of size and shape wherever required.

Providing and fixing precoated galvanised steel sheet roofng accessories Ridges plain (500 - 600mm) of total coated thickness 0.50 mm(base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coatng 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete

Providing and fixing precoated galvanised steel sheet roofng accessories Gutter (600 mm over all girth) of total coated thickness 0.50 mm(base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coatng 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete

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

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 thinnable priming coat with cement primer as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

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 by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item

Painting work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied on walls @ 1.25 ltr/ 10 sqm over and including one coat of special primer applied @ 0.75 ltr/ 10 sqm of approved brand and manufacture Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (75 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 per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

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 per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Coupler 75 mm 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. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Coupler 75 mm 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. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessoriesBend 87.5°(75 mm bend ) 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. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessoriesBend 87.5°(110 mm bend ) 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. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item

Providing and fixing 15 mm nominal bore ball valve (brass) of approved quality complete. High or low pressure with plastic floats. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

Providing and fixing P.V.C. waste pipe (Flexible pipe 32mm dia) for sink or wash basin including P.V.C. as per direction of Engineer -in- charge, work to be execuated as per specification a rate of above given

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 15 mm nominal outer dia Pipes , having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls, work to be execuated as per specification a rate of above given

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 15 mm nominal outer dia Pipes,( External work) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge., work to be execuated as per specification a rate of above given

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

Providing and fixing brass stop 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

Providing and fixing stainless steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets cutting and making good the walls wherever required kitchen sink without drain board 610x 460 mm bowl depth 200 mm . as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

Making soak pit 2.5 m diameter 3.0 metre deep With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 and 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given (With F.P.S. bricks)

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 as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given

Excavation in soil in Hilly Area by mechanical means 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 foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

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

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Plain/reinforced cement concrete P.C.C. grade M 20 Nominal mix 1:2:4 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)

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

M/S RAKESH CHAUHAN (BID ID -343774)

TIKAM SINGH RATHORE (BID ID -343576)