Development of Local Bus stand Near Gurdwara Shimla (Parking and Shops

Amount

Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ).All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost). Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Earth work in excavation for structure in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out, construction of shoring abd bracing, removal of stumps and other deleterious materials and disposal in all leads and lift including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where balsting is prohibited) all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width , camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost).Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: All work up to plinth level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:5:10 (One cement : five coarse sand): ten graded stone aggregate 40 mm(forty milimetre) nominal Size

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:4:8 (One cement : four coarse sand): eight graded stone aggregate 40 mm(forty milimetre) nominal Size)

Making plinth protection 50mm thick of cement concrete 1:3:6 (One cement :three coarse sand (zone - III) : six graded stone aggregate 20 mm (twenty milimetre) nominal size) over 75mm(seventy five milimetre thick bed of dry brick ballast 40 mm (forty milimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) Foundations, footings, bases of columns, etc. for mass concrete

(ii)Wall any thickness in all floors lvevl & height.

(iii)Columns, Pillars, Piers, Abutments, Post and struts in all floors lvevl & height..

(iv)Lintels, beams, plinth beams, girders,bressumers and cantilevers in all floors lvevl & height..

(v)Suspended floors, roofs and the like in all floors lvevl & height..

(vi)Stairs, (excluding landings) except spiral Staircase in all floors lvevl & height.

(vii)Edges of slabs and breaks in floors and walls.(a) Under 20 cm wide in all floors lvevl & height.

Small lintels not exceeding 1.5 m (One point five milimetre)clear span, moulding as in cornices,window sills, string courses, bands, copings, bed plates, anchor blocks and the like including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (One cement : two coarse sand) : four graded stone aggregate 20mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing & applying a coat of Dr fixit Fastflex or its equivelent pidiproof LW intgral waterproofing compound confirming to IS 2645 @200 ML for 50 kg of cement 6.5% pidicrete URP after using then cement mortar 1:5 admixture at junction of walls/beam and slab rounded off complete in all respect as per the direction of Engineer-in-Charge.

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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:1.5:3 (One cement : One & half coarse sand: three graded stone aggregate 20 mm (twenty milimetre)nominal size)

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 level, excluding cost of centering, shuttering, finishing and reinforcement including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1:1.5:3 (One cement : One & half coarse sand) : three graded stone aggregate 20 mm(twenty milimetre) 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 all floor level, excluding the cost of centering,shuttering, finish-ing and reinforcement with 1:1.5:3 (One cement :One & half coarse sand) : three graded stone aggregate 20 mm (twenty milimetre)nominal size) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Reinforced cement concrete work in Coffer slab including 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 all floor level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (One cement : One & half coarse sand) : three graded stone aggregate 20 mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening cutting, bending, placing in position and bindig all complete above plinth leve up to all floors level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) Thermo-Mechanically Treated bars of grade i.Fe-500D or more

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in all shapes and sizes in :Cement mortar 1:6 (One cement : Six coarse sand)including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

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 all floor level. In Cement mortar 1:4 (One cement :four coarse sand)including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing 12 mm (twelve milimetre)thick phenol bonded prelaminated board both side bwp particle board I.S.I marked no.I.S12823 of approved shade and design panalled shutters with frame of second class deodar wood for door including bright finished/black enamelled iron butt hinges with necessary screws including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 40 mm(forty milimetre) thick frame.

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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (a)300x16 mm (three hundred into sixteen milimetre)

(b) 250x16 mm(two hundred fifty into sixteen milimetre)

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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)200x10 mm (two hundred into ten milimetre)

(b)100x10 mm (One hundred into ten milimetre).

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, withnecessary screws etc. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)125 mm (One hundred twenty five milimetre)

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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing flat pressed commercial ply exterior grade (Grade I) or graded wood particle board IS : 3087 marked lining , to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)6 mm (six milimetre) thick

Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) Kai wood 2nd class

Providing and fixing ISI marked flush door shutters conforming to IS : 2202(Part I) decorative type, core of block board construction with frame of 1stclass hard wood and well matched teak 3(three) ply veneering with vertical grains orcross bands and face veneers on both faces of shutters including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 25 mm(twenty five milimetre) thick including ISI marked Stainless Steel butt hinges with necessary screws.

Providing and fixing 75mm x65mm (seventy five milimetre into sixty five milimetre) moulded hand rails in straight length complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)1st class Deodar wood.

Providing and fixing angle iron frames for doors,of mild steel Angle sections of size 40x40x4 mm, joints mitred and welded by angle iron 40x40x4 mm (forty into forty into four milimetre) and combination welded together with 50x 4 mm(fifty into four milimetre) flat to make one frame on wall side and 2 (two)nos. M.S flat 50x4 mm &40x4 mm (fifty into four milimetre & forty into four milimetre) in combination welded together , joints mitred and welded to make one frame on centre including welding M.S fastners to existing steel or fixing/embeding in cement concrete block in wall, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete asper the direction of Engineer-In-charge.

Providing and fixing M.S Channel frames for Windows and Ventilatos of size 75x40 mm (seventy five into forty milimetre) for end frames and for centre frames channel sections of 75x40 mm (seventy five into forty milimetre)welded together with 75x4 mm(seventy five into forty milimetre) M.S Flat in combination to make one frame joints mitred including welding M.S hold fastners to existing steel or fixing/embeding in cement concrete in wall, including fixing/welding of necessary butt hinges and screws as per requirement and applying a priming coat of approved steel primer, all complete asper the direction of Engineer-In-charge.

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm (twenty into ten into two milimetre) and braced with flat iron diagonals 20x5 mm(twenty into five milimetre) size, with top and bottom rail of T-iron 40x40x6 mm(forty into forty into six milimetre) , with 40 mm (forty milimetre)dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

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 of approved steel primer all complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Steel work i/c hollow section 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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire 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 operation complete, including the cost of providing and fixing necessary 27.5 cm (twenty seven point five centimetre) 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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 80x1.25 mm(eighty into one point two five milimetre) M.S. laths with 1.25 mm (One point two five milimetre)thick top cover.

Providing and fixing ball bearing for rolling shutters including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing M.S. fan clamp type I or II of 16 mm(Sixteen milimetre) dia M.S. bar, bent to shape with hooked ends in R.C.C.slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing M.S. grills of required approved pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)Fixed to steel windows by welding

Providing and fixing steel glazed doors,windows and ventilators of standerd rolled steel sections ,joints mitred and welded with16x3.15 mm(sixteen into three point one five milimetre) lugs 10 cm.(ten centimetre)long embedded in cement concrete blocks 15 cmx10cmx10cm(fifteen centimetre into ten centimetre into ten centimetre) size of 1:3:6(One cement:three sand:six graded stoneaggregate 20mm (twenty milimetre) nominal size)or withwooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings,including providing and fixing of glass panes with glazing clips and special metal sesh puttyof approved make complete including applying a priming coat of red lead paint as per Architectural drawings/details including carriage of maerials in all leads and lifts as per directions of the Engineer-in-Charge. Steel windows.:-(i) Fixed steel windows having 5.5 mm(five point five milimetre) thick glass panes.

(ii) Side hung windows having 4 mm (four milimetre) thick glass panes.

(iii) Steel ventilators having 4 mm(four milimetre) thick glass panes.(i) Top hung ventilators.

Providing and fixing Ist quality ceramic glazed wall tiles of size 20x30cm (twenty into thirty centimetre) 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(twelve milimetre) thick bed of cement mortar 1:3 (One cement : three coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying Precast cement concrte pavers 60 mm(sixty milimetre) thick laid over a bed of cement mortar 1:4 ( one cement :four sand) 25 mm(twenty five muilimetre) thick laid in floors, jointed with neat cement slurry mixed with pigment to match the shade of the pavers as per detail of Arch. drg. complete in all respect including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying 25mm (Twenty five milimetre) thick Kota stone slab mirror polished in uniform shade flooring of 55 cm x55 cm (fifty five centimetre into fifty five centimetre) size of uniform color over 20 mm (twenty milimetre) (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 (one cement : four coarse sand) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying 25mm (Twenty five milimetre) thick Kota stone slabs 20 mm (twenty milimetre)thick in risers of steps, skirting, dado and pillars laid on 12 mm(twelve milimetre) (average) thick cement mortar 1:3 (one cement: three coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying Kota stone slabs 20 mm(twenty milimetre) thick in stair steps with single piece having uniform nosing/ edging , laid on 12 mm (average) thick cement mortar 1:3 (one cement: three coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing 18 mm (eighteen milimetre) thick Baroda Green Marble saw cut, mirror polished, premoulded and prepolished, machine cut for Wash basin kitchen platforms, vanity counters, window sills,facias and similar locations of required size, approved shade, colour and texture laid over 20 mm(twenty milimetre) thick base cement mortar 1:4 (one cement : four coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (a)Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivelent.

Providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ tone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying 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. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 40 mm thick.

Providing and laying Double charged Vitrified tiles of Kajaria /AGL / NITCO or its equivelent make of approved shade & sample in floor , with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thick-ess,including grouting of joints (Payment for grouting of joints to be made separately) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) Size of Tile 600x600 mm

Providing and laying Double charged Vitrified tiles of Kajaria /AGL / NITCO or its equivelent make of approved shade & sample with water absorption less than 0.08 % and confor-ming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm (twelve milimetre) thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)Size of Tile 600x600 mm (six hundred into six hundre milimetre)

Providing and laying Antiskid full body Vitrified tiles of Kajaria / Orient Bell/ NITCO or its equivelent make of approved shade & sample in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm(six milimetre) thick-ess,including grouting of joints (Payment for grouting of joints to be made separately) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) Size of Tile 300x300 mm (three hundred into three hundred milimetre)

Providing pre-painted corrugated G.S. sheet roofing(TATA MAKE or its equivlent as approved by the Engineer) 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 approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) 0.61 mm (zero point six one milimetre)thick with zinc coating not less than 275 gm/ m²

Providing pre-painted plain G.S. sheet (TATA MAKE or its equivlent as approved by the Engineer ) ridges or hips of width 60 cm (sixty centimetre)overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm(eight milimetre) dia G.I. limpet and bitumen washers complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)0.63 mm thick with zinc coating not less than 275 gm/m²

Providing pre-painted plain G.S. sheet (TATA MAKE or its equivlent as approved by the Engineer) fixing 30 cm (thirty centimetre)wide, 30 cm (thirty centimetre)deep overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)0.63 mm (zero point six three milimetre)thick with zinc coating not less than 275 gm/m²

Providing 2.00 M.S sheet cieling, soffits of chhajas and facia welded over angle/T-iron 25x25x5 mm(twenty five into twenty five into five milimetre) or as directed by the Engineer complete also applying red lead primer two coats with iron screws or as per drawing in all respect up to all floor levels ( frame work will be paid for separately) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. or M.S rectangular rain water pipes embedded in cement concrete blocks 10x10x10 cm (ten into ten into ten centimetre) of 1:2:4 mix (one cement : two coarse sand : four graded stone aggregate 20 mm(twenty milimetre) nominal size) and cost of cutting holes and making good the walls etc. including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 100 mm(One hundred milimetre) diametre.

Poviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type B,including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expa-nsion, (i) Single socketed pipes including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)110 mm(One hundred milimetre) diameter

(ii) Coupler. (a) 110 mm (One hundred milimetre)

(iii) Shoe. (a) 110 mm (One hundred milimetre)

(iv) Bend 87.5 (eighty seven point five)degree or required degree .(a)110 mm (One hundred milimetre) bend

Poviding and fixing in trench unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type B,including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expa-nsion,( earth work will be meausre and paid for separately) (i) Single socketed pipes including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (.i)150 mm(One hundred fifty milimetre) diameter

6 mm(six milimetre) cement plaster of mix :1:3 (One cement : three course sand) upto all floor height and floor levels including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

20 mm(twenty milimetre) cement plaster on rough side of brick masonry or stone masonry wall upto all floor level and height including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)1:6 (One cement: four coarse sand)

15 mm (fifteen milimetre)cement plaster on fair of brick masonry or stone masonry wall upto all floor level and height including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)1:4 (One cement: four coarse sand)

Providing and applying white cement based putty of average thickness 1 mm(One milimetre), of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)Two coats

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Finishing walls with 100% Premium acrylic emulsion/Apex Ultima paint of Asian/Nerolac /Dulux brand as per approved colour scheme having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance paint of required shade (Company Depot Tinted) with silicon additives including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (a) New work (Two or more coats applied @ 1.43 litre/ 10 sqm. over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Finishing walls with 100% Premium acrylic exterior emulsion/Apex Ultima weather proof paint of Asian /Nerolac / Dulux having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)New work (Two or more coats applied @ 1.43 litre/ 10 sqm. over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications including carriage of materials in all leads and lifts by mechanical or manual means :(i) 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 including carriage of materials in all leads and lifts by mechanical or manual means including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Applying priming coat on 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 and manufacture including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

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 and manufacture including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

French sprit polishing on new wood work ( Two or more coats on new works including a coat of wood filler) of approved brand and manufacturere complete in all respect at all heights and floor levels including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Stone filling Behind Retaining wall including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(One hundred milimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with squatting pan or European type water closet (Anglo Indian W.C pan of Cera or Hindware or its equivlent make ) of white shade or as per approved sample with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre(ten litre) low level flushing cistern No.21001 with fitting and brackets, 40 mm(forty milimetre) flush bend, 20 mm(twenty milimetre) over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing wash basin with C.I. brackets, 15 mm(fifteen milimetre) dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)White Vitreous China Wash basin No. 10001 of size 550x400 mm (five hundred fifty into four hundred milimetre) with a 15 mm CP Brass single hole basin mixer of Cera ,Hindware or its equivlent make.

Providing and fixing PVC floor trap of approved quality & make complete in all respect including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)100 mm (One hundred milimetre)dia metre.

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white pvc automatic flushing cistern,with fittings,standard size cp brass flush pipe, spraders with unions and clamps all in cp brass with waste fittings as per IS- 2556, CI trap with outlet grating and other couplings in CP brass including painting fo fittings and cutting and making good the walls and floors where ever required:single half stall urinal with 5 litre pvc automatic flushing cistern including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing 8 mm (eight milimetre)dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a)Semi Rigid 40mm dia

Providing and fixing 100 mm (One hundred milimetre)C.P grating for gully/ floor trap including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing 600x450 mm (six hundred into four hundred fifty milimetre)beveled edge mirror ofsuperior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.brass screws and washers complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing toilet paper holder including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(A) C.P. brass

Providing and fixing on under ground waste unplasticised Rigid PVC pipes conforming to IS : 13592 Type B of Supreme /Finolex make including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipe (i) (150 mm(One hundred fifty milimetre) diameter overall size having 2.7 mm(two point seven milimetre) thickness) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC waste pipes conforming to IS : 13592 Type B of Supreme /Finolex make , including jointing with seal ring conforming to IS : 5382, leaving 10 mm(ten milimetre) gap for thermal expansion including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(a) Plain bend or required degree (i)150mm(One hundred fifty milimetre) dia

(b) Single Tee with Door 150X150X150mm (One hundred fifty into one hundred fifty into one hundred fifty milimetre)

(c) Single Tee without Door 150X150X150mm (One hundred fifty into one hundred fifty into one hundred fifty milimetre)

Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( One cement : three coarse sand :six graded stone aggregate 12.5 mm(twelve point five milimetre) nominal size), including necessary plaster and pointing in cement mortar 1:4 (One cement : four coarse sand) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) 150mm (One hundred fifty milimetre)dia

(ii) 100 mm (One hundred milimetre)Dia

Providing and fixing charomium plated brass soap dish with C.P. Brass brackets fixed to wooden cleats with C.P. Brass screws of required size and shape including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing PTMT shelf 440 mm(Four hundred forty milimetre) long, 124 mm(One hundred twenty four milimetre) width and 36 mm(Thirty six milimetre) height of approved quality and colour, weighing not less than 300 gms(three hundred grams) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i)20 to 40 mm(twenty to forty milimetre) nominal bore

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately)including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 20 mm(twenty milimetre) dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. Internal work - (i) 20 mm(twenty milimetre) dia

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.Internal work - (i)15mm (fifteen millimetre) nominal bore .

roviding and fixing Polyethelene-Aluminium Polyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including ball special fittings of composite material engin-eering plastic blend and brass inserts wherever required) e.g.elbows, tees, reducers, couplers & conne-ctors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge:Internal waork. (i)1216 ( 16 mm (sixteen milimetre)OD) pipe.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, Sintex or its equivlent make 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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing Chromium plated brass ISI marked IS No.8931 of JAL/ESS ESS make or its equivelent bib cock including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) :15 mm (fifteen milimetre)nominal bore

Providing and fixing brass full way valve with wheelincluding carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 15mm (fifteen milimetre)nominal bore :-

20 mm (twenty milimetre)nominal bore :-

Providing and fixing Chromium plated brass ISI marked IS No.8931 of JAL/ESS ESS make or its equivelent stop cock including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 15 mm (fifteen milimetre)nominal bore

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) (size fifteen milimetre into fifty milimertre) or any required sizes of approved make and quality as per direction of Engineer-in-charge.

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 25 mm(twenty five milimetre) nominal bore, 152mm(one hundred fifty two milimetre) long, weighing not less than 440 gms (four hundred forty grams) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing uplasticised PVC connection pipe with brass union (i) 20mm (twenty milimetre)nominal bore 45 cm(forty centimetre) length including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.waste fittings complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (one cement : four coarse sand) C.I. cover with frame (light duty) 600x600 mm (six hundred into six hundred milimetre)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 (one cement : One point five Fine sand : three graded stone aggregate 20 mm(twenty milimetre) nominal size), foundation concrete 1:5:10 (One cement : five fine sand : ten graded stone aggregate 40 mm(forty milimetre) nominal size), inside plastering 12 mm(twelve milimetre) thick with cement mortar 1:3 (one cement : three coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm(four hundred fifty five into six hundred ten milimetre) and 45 cm (forty five centimetre)deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. With common burnt clay F.P.S.(nonmodular) bricks of class designation 7.5 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Constructing masonry Chamber 90x90x100 cm(Ninety into ninety into one hundred centimetre) inside, inbrick work in cement mortar 1:4 (One cement : four coarsesand) for sluice valve, with C.I. surface box 100 mm topdiameter, 160 mm (one hundred sixty milimetre) bottom diameter and 180 mm (one hundred eighty milimetre) deep(inside) with chained lid and RCC top slab 1:2:4 mix (One cement : two coarse sand : four graded stone aggregate 20mm (twenty milimetre) nominal size ), i/c necessary excavation, foundationconcrete 1:5:10 (one cement : five fine sand : ten gradedstone aggregate 40 mm(forty milimetre) nominal size ) and insideplastering with cement mortar 1:3 (One cement : three coarsesand) 12 mm(twelve milimetre) thick, finished with a floating coat of neatcement complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. With common burnt clay F.P.S.(nonmodular) bricks of class designation 7.5 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(New work) :(i)15 mmm (fifteen milimetre) nominal bore

(ii)20mm (twenty milimetre) nominal bore

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) 15 mm (fifteen ilimetre)diameter pipe

20 mm(twenty milimetre) dia.

Cutting holes up to 15x15 cm(fifteen into fifteen centimetre) in R.C.C. floors and roofs for passing drain pipe etc.and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4(One cement : two coarse sand : four graded stone aggregate 20 mm(twenty milimetre) nominal size),including finishing complete so as to make it leak proof including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm (three hundred into three hundred milimetre)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(i)100x100 mm(One hundred into one hundred milimetre) size P type.(i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Constructing brick masonry manhole in cement mortar 1:4 ( one cement : four coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (One cement : One & half coarse sand : three graded stone aggregate 20 mm(twenty milimetre) nominal size), foundation concrete 1:4:8 mix (one cement :four coarse sand : eight graded stone aggregate 40 mm(forty milimetre) nominal size), inside plastering 12 mm twelve milimetre) thick with cement mortar 1:3 (one cement : three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (One cement : two coarse sand : four graded stone aggregate 20 mm (twenty milimetre)nominal size) finished with a floating coat of neat cement complete as per standard design : (i)Inside size 90x80 cm (Ninety into eighty centimetre )and 45 cm (forty five centimetre) deep including C.I. cover with frame (light duty) 455x610 mm(four hundred fifty five into six hundred ten milimetre) internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Cement concrete flooring 1:2:4 (One cement :two sand :four graded stone aggregate 20mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 40 mm(forty milimetre) thick.

6mm (Six milimetre) cement plaster to ceiling in cement mortar 1:3 (One Cement is to Three Sand) in all floor level including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

15 mm (fifteen milimetre)cement plaster of mix including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 1:4 (One cement: four coarse sand)

Providing and fixiung PVC pipe including bends for out let and inlet in walls including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.(i) 100 mm (One hundred milimetre)dia.

Providing and fixiung 600 mm (six hundred milimetre)dia metre RCC cover of NTC make or its equivelent complete including of its steel frames as required at site including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

VISHWA BHUMI ENGINEERS P LTD

P K Construction Shimla Pvt Ltd