Construction of fish processing unit at Trout farm Patlikuhal District Kullu HP SH construction of Building portion

Amount

Excavation in foundation and trenches in all heights and depths and in all kinds of soil including saturated soils comprising of pick work, jumper work, pick jumper work, blasting work both in soft and hard rock, chiseling / wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil setting out true to the required lines, grade, width, cutting and trimming of side slopes as shown in the drawing and if water is met within the excavation due to springs, seepage, rain and other causes it shall be removed by the suitable diversion pumping or bailing out and excavation shall be kept dry wherever so required by the contractor at his own cost as directed by the Engineer-in-charge and disposal of all surplus excavated soil in acquired width or at an approved dumping side including its stacking leveling dressing in all leads and lifts by head-load, mechanical transportation or by any other mode of transportation with all cost of labours, machineries and other incidentals to complete the work as per HPPWD specification 1990 Vol.I. Any loss to the public and private property during the course of execution and disposal of unserviceable material shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases.

Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in foundation, footing, basis of columns etcetra and mass concrete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in Beams, cantilever, girders and lintels. Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels upto all depth and in all heights from floor as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in Columns, pillars, posts and struts square rectangular or polygonal in plan within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.

Providing and laying mechanically mixed and vibrated plain cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40 mm (forty millimetre) nominal size) excluding the cost of form work in foudation and plinth as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and laying mechanically mixed and vibrated cement concrete 1: 1.5:3 (one cement isto one decimal five sand isto three graded crushed stone aggregate 20 mm (twenty millimetre) nominal size) to obtain the minimum compressive strength of grade M-20 (M- twenty) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundations, footings bases of columns and the like and mass concrete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and laying mechanically mixed & vibrated cement concrete 1: 1.5:3 (one cement isto one decimal five sand isto three graded crushed stone aggregate 20 mm (twenty millimetre) nominal size) to obtain the minimum compressive strength of grade M-20 (M- twenty) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in beams, cantilevers, girders and lintels, sides and soffits of beams,beam haunchings, bressumers and cantilever upto floor all levels including carriage of material within all leads and lifts as per the direction of the Engineer-in-charge and other incidentals.

Providing and laying mechanically mixed & vibrated cement concrete 1: 1.5:3 (one cement isto one decimal five sand isto three graded crushed stone aggregate 20 mm (twenty millimetre) nominal size) to obtain the minimum compressive strength of grade M-20 (M- twenty) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in columns, pillars, posts and struts upto floor all levels as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing tor steel reinforcement for reinforced cement concrete work including straightening, cutting,bending, binding and placing in position complete with cost of binding wire as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Brick work using second class common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (one cement isto six sand ) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Brick work using second class common burnt clay building bricks in super structure above plinth in cement mortar 1:6(one cement isto fsix sand ) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Half brick masonry in second class common burnt clay building bricks in foundation and plinth in Cement mortar 1:4(one cement isto four sand) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Half brick masonry in second class common burnt clay building bricks in superstructure above plinth level upto all heights in Cement mortar 1:4(one cement isto four sand) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Stone filling under floor/ behind retaining wall as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and fixing anodised aluminium work for door, window, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleast angle, aluminium, snap beading for glazinge/panelling C.P. brass/ stainless steel screws. All complete as per architectural drawings and the directions of Engineer-In-Charge. (i)For doors ,windows and ventilatiors and glazed partitions frames including carriage of material with in all leads and lifts in all heights as directed by the Engineer-in-Charge and other incidentals .

(ii)For shutters of doors windows and ventilators including providing and fixing hinges/pivots and making provisions for fixing of fittings where ever required including the cost of PVC/neoprene gaskets as required (fittings and glazing/ panelling shall be paid for separately) and carriage of material with in all leads and lifts in all heights as directed by the Engineer-in-Charge and other incidentals ..

Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc with PVC/neoprens gasket etc. complete as per the architectural drawings and the directions of Engineer-In_charge (cost of aluminium snap beading shall be paid in basic item.)Glazing with glass panes of 4mm { four millimetre } thickness (weight not less than 10kg/ sqm.)( ten kilogram per square metre ) including carriage of material with in all leads and lifts in all heights as directed by the Engineer-in-Charg eand other incidentals .

Providing and fixing aluminium anodised powder coated grill of required pattern to existing window/ventilatior with 80mmx80mm panels holes with 25x8mm thick aluminium flat in windows and ventilators including fixing with aluminium screws or bolts and nuts complete in alluminium channels base frames (Aluminiumchannels base frames to be measured and paid for separately) including carriage of material with in all leads and lifts in all heights as directed by the Engineer-in-Charge and other incidentals .

Providing and fixing double action hydraulic floor spring of approved brand and manufacture (conforming to IS 6315) for aluminium door including cost of cutting floor as required embedding in floors and cover plates etc. complete as per the direction of Engineer-In-Charge including making good the floors and carriage of material with in all leads and lifts in all heights as directed by the Engineer-in-Charge.

Providing and fixing fly proof galvanized M.S. wire gauge of IS designation 85G with wire of dia o.56mm (zero decimal; five six millimetre) to windows in aluminium frame as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etcetra complete. 300x16mm (three hundred into sixteen millimetre) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etcetra complete. 300x10mm ( three hundred fifty into ten millimetre ) including carriage of material with in all leads and lifts in all heights and other incidentals as directed by the Engineer-in-Charge.

Providing and fixing aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etcetra complete. 125 mm ( one hundred twenty five millimetre ) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing and fixing 10mm ( ten millimetre ) thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x 600mmx10mm (six hundred into six hundred into ten millimetre ) manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm ( twelve millimetre ) thick cement mortar 1:3 (one cement isto three sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing and laying Duro stone vetrified tiles (300x 300 mm x 8mm) ( three hundred into three hundred into eight millimetre) in grey/coloured of required shade in skirting risers of steps and dados on 12mm (twelve millimetre) thick cement mortar 1:3 (one cement isto three sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge. .

Coloured glazed tiles 6 mm ( six millimetre ) thick in skirting risers of steps and dado 12 mm ( twelve millimetre ) thick cement mortar 1:3 (one cement isto three sand) and jointed with cement slurry including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing and fixing 0.60mm (zero decimal six zero millimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 micron over 5 micron primer coating and back coat of polyster of 5 micron over 5 micron primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm (six millimetre) dia and prepainted G.I. limpet and rubber washer complete with all accessories as required as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and fixing ridges or hips 60 cm. (sixty centimetre) overall with 0.60mm (zero decimal six millimetre) thick prepainted steel sheets in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 micron over 5 micron primer coating and back coat of polyster of 5 micron over 5 micron primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia and prepainted G.I. limpet and bitumen washers complete with all accessories as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Providing and fixing M.S. B.P. sheet 1.66mm (one point six six millimetre) to 2mm (two millimetre) thick in eaves board / facia / soffits / ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured and paid separtely) including carriage of material within all leads and lifts and other incidentals.

Supplying and fixing rolling shutters of approved make made of 80 mm X 1.25mm ( eighty millimetre into one decimal two five millimetre) M.S laths interlocked together through their entire length and joined 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 pull operation complete but excluding the cost ofthe top cover and spring.Shutters having width below 3.5 metres ( three decimal five metres) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing and fixing 27.5 centimetre ( twenty seven decimal five centimetre) long wire spring grade No.2 for rolling shutters including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge. .

Providing and fixing ball bearing for rolling shutters including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing and fixing top cover for rolling shutters. Shutters having width bolow 3.5metre. ( three decimal five metres) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand papercomplete. With ready mixed priming paint brushing red lead,Red-oxide/zinc oxide chromeincluding carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge. .

Painting two coats (excluding priming coat) on new steel and other metal surfaces under coat with ready mixed paint brushing to give an even shade including cleaning the surface all dirt, dust and other foreign matter With white readymixed paint as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a primming coat of red lead paint in trusses and trussed purlins in buildings as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

20mm ( twenty millimetre ) Cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto all heights including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm( eighty millimetre ) in girth and finished even and smooth Cement Mortar 1:6 (one Cement isto six sand) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

15mm (fifteen millimetre) cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all heights including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre ) in girth and finished even and smooth Cement Mortar 1:6 (one cement isto six sand) including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth,Priming coat with distemper primer including carriage of material with in all leads and lift sand other incidentals in all heights as directed by the Engineer-in-Charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered including carriage of material with in all leads and lifts and other incidentals in all heights as directed by the Engineer-in-Charge.

Providing under layer for plinth protection of 75mm (seventy five millimetre ) thick (unconsolidated) bed dry brick /stone aggregate 40mm ( forty millimetre ) nominal size with rammed and consolidated and grouted with fine sand including preparation of ground and carriage of material with in all leads and lifts and other incidentals as directed by the Engineer-in-Charge.

Providing plinth protection 50mm (fifty millimetre ) thick in cement concrete 1:3:6 (one Cement isto three Sand isto six Graded stone aggregate 20mm {twenty millimetre } nominal size) including carriage of material with in all leads and lifts and other incidentals as directed by the Engineer-in-Charge.

Constructing course rubble hammer dressed 'U' shape open surface drain with side wall 15 X 23 cm (fifteen into twenty three centimetre) in cement mortar 1:6 (one cement isto six sand) and inside plastering with cement mortar 1:3 (one cement isto three sand) including earth work and laying 10 cm (ten centimetre) cement concrete in 1:5:10 (one cement isto five sand isto ten graded stone agreegate 40 mm (foty millimetre) nominal size) and 7.5 cm (seven point five centimetre) cement concrete 1:2:4 (one cement isto two sand isto four graded stone agreegate 20 mm (twenty millimetre) nominal size) and finished with a floating coat of neat cement complete as per standard design and as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

MOHAN LAL

Ajeet Sharma

PANKAJ GUPTA