Public Works Department-PWD has published Construction Of C / O Science Block In Govt. Sr. Sec.School At Kot Tungal Distt.Mandi Hp C / O Site Development, Building Portion, Ws And Si And Rain Water Harvesting Tank. Submission Date for this Tender is 26-05-2022. Building Work Tenders in mandi Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (thirty centimetre) in depth, 1.5 m (one point five metre) in width as well as 10 (ten)squaremetre on plan) including getting out and disposal of excavated earth lead upto any lead, as directed by Engineer-in-charge. all kind of soilincluding carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge. |
| 2 | Earth work in excavation all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m(one point five metre) in width or 10squaremetre (ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto any lead, including getting out the excavated soil and disposal of surplus excavated soil as directed, withinany lead.including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1:6:12 (one cement : six sand: twelve graded stone aggregate 40mm (forty millimetre) nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm (twenty millimetre) nominal size) upto plinth level with : Cement mortar 1:6 (one cement : six coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 6 | Poviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level 1:3:6 (one cement : three sand : six graded stone aggregate 20mm (twenty millimetre) nominal size) and curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 7 | Poviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level 1:4:8 (one cement : four sand : eight graded stone aggregate 40mm (forty millimetre) nominal size) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 8 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred millimetre) dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 9 | Stone filling behind Retaining wall/ breast walls as per the direction of Engineer-in-charge incouding carriage of materials with in all leads, lifts and other incidentals. |
| 10 | Providing under layer for plinth protection of 75mm (seventy five millimetre) thick surface free from mortar drop, dust, loose materials and other foreign matters sand papering smooth including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 11 | Making plinth protection 50mm (fifty millimetre) thick of cement concrete 1:3:6 (one cement : three coarse sand (zone-III) : six graded stone aggregate 20mm (twenty millimetre) nominal size) over 75mm (seventy five millimetre) thick bed of dry brick ballast 40mm (forty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 13 | Foundation, footings, bases of columns etc. for mass concrete. |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Suspended floors, roofs, landings, balconies and access platform. |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 18 | Stairs, (excluding landings) except spiral-staircases. |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° (fifteen degree) landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases 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 (one cement : one point five coarse sand) : three graded stone aggregate 20 mm(twenty) nominal size) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 20 | Providing, hoisting and fixing above plinth level up tofloor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (one cement : three coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (one cement : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 21 | 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 : 1:1.5:3 (onecement : one point fivecoarse sand): three graded stone aggregate 20 mm (twenty millimetre) nominal size) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 22 | Providing and laying in position machine batched and machine mixed design mix M-25 (M-twenty five) grade cement concrete for reinforced cement concrete work upto floor all level, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 Kg/cum (at the rate of three hundred thirty kilogram/cubic metre). Excess/ less cement used as per design mix is payable/recoverable separately) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor all level. Mild steel and Medium Tensile steel bars including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge |
| 24 | Brick work with common, burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) in foundation and plinth in:- Cement mortar 1:6 (one cement : six coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) in superstructure above plinth level up to floor all level in all shapes and sizes in : Cement mortar 1:6 (one cement : six coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 26 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) in foundations and plinth in Cement mortar 1:3 (1 cement : 3 coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 27 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level Cement mortar 1:3 (1 cement : 3 coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 28 | Brick edging 7.5cm (seven point five centimetre) thick in comman burnt clay building bricks in cement mortar 1:3 (one cement : three sand) in all floor level and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 29 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (one cement : six coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 30 | 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 all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 31 | 250x10 mm (two hundred fifty into ten millimetre) |
| 32 | 150x10mm (one hundred fifty into ten millimetre) |
| 33 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 34 | Providing and fixing 300x16mm (three hundred into sixteen millimetre) 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 all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 35 | Providing and fixing 65x35mm (sixty five into thirty five millimetre) special quality bright finished brass cup board locks or wardrobe locks with six levers including necessary screws etc. complete. (indian made of approved quality) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 36 | 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, with necessary screws etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 37 | 125 mm (one hundred fifty millimetre) |
| 38 | 100 mm (one hundred millimetre) |
| 39 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st (First) class hard wood and well matched teak 3 (three) ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm (thirty five millimetre) thick including ISI marked Stainless Steel butt hinges with necessary screws including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 40 | 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 openings /wooden frames with rawl plugs screws etc. including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 41 | Providing and fixing 19mm thick( ninteen milimetre) made of action teasa thick terramite resistant water proof commercial boardbox including shelves and shutters, theback side of cupboard/cabinet of 8mm(Eight milimetre) thick ply and cut portions of shelves shall be finished with 6mm (six milimetres) hard board edging. The cut portion of shutters from all the sides shall be finished with 12 mm (twelve millimetre) thick hard wood edging. the shutters from out side shall be finished with 1mm (one millimetre) thick laminated of approved shade includng piano hinges and magnetic catcher with all ascessories as per detail architectural drawing No. 195/1 to 199/1 including carriage of materials with in all leads, lifts and other incidentals. |
| 42 | Providing and laying 19 mm (ninteen millimetre) thick commercial board shuttres with hard wood edging and PGI sheet linning inside of shutter of approved size including bright finished iron but thinges etc. complete as per detailed arch Drawing for the work including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 43 | 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. Trusses and trussed partions in building including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 44 | Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in Grating frames, guard bar, ladder railing, brackets, gates and similar work including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 45 | Providing and fixing M.S channels door, windows frames manufactured from M.Ssection ISMC 75 X40 MM (seventy five into forty millimetre) and ms.Flat 75x5 mm (seventy five into five millimetre) as per direction of Engineer-in -charge and drawing including hinges jambs bead and if required angle threshold M.S.Angle 50x25 mm (fifty into twenty five millimetre) welded or rigidly fixed by mechanical means with split end tails to Each jamb including steel butt hinges 25 mm (twenty five millimetre) and provision of lacking arranement and shock observer as specified and applying a coat of approved steel primer after pretreatment of surface as directed by the Engineer-in- charge including carriage of material with all leads and liftand carriage of materials and other incidentals. |
| 46 | Providing and fixing angle iron cupboard frames manufactured from MS angle iron section 25x25x5mm (twenty five into twenty five into five millimetre) thickness including hinges jamb, lock jamb, beed and if required angle thrashold of mild steel angle 25x25mm (twenty five into twenty five millimetre) welded or rigidly fixed by mechanical means, lugs with split end tails to Each jamb including steel butt hinges 2.5mm (two point five millimetre) thick with provision for locking arrangement and shock observer as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-Charge. |
| 47 | Providing and fixing M.S channels door, windows frames manufactured from M.Ssection ISMC 75 X40 MM (seventy five into forty millimetre) andms.Flat 75x5 mm (seventy five into five millimetre)in combination welded together and standard window shutter having style of Z-section with T-section of 25x25x3mm (twenty five into twenty five into three millimetre) and angle iron 25x15x3mm (twenty five into fifteen into three millimetre) as per drawing complete with fitting and necessary screws and applying a priming coat with red lead paint complete as per approved specification/design including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 48 | Fixed huge |
| 49 | Side Huge |
| 50 | Top Huges |
| 51 | Providing and fixing steel wire gauge shutter in Z-section using galvanised M.S wire gauge of I.S. gauge designation 85g with wire of dia 0.56mm (zero point fifty six millimetre) for doors, windows and clerestorywindows with metal beading of approved quality and shape -section with necessary screws and applying a coat of primer with red lead paint complete as per approved design including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 52 | Providing and fixing round holding down or anchor bolts with nuts and screws complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 53 | Cement plaster skirting upto 30 cm (thirty centimetre) height, with cement mortar 1:3 (one cement : three coarse sand), finished with a floating coat of neat cement. 18 mm (eighteen millimetre) thick and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 54 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% (zero point zero eight percent) and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm (twenty millimetre) thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3Kg/ Sqm ( at the rate of three point three kilogram/square metre) including grouting the joints with white cement and matching pigments etc., complete Size of Tile 500x500 mm (five hundred into five hundred millimetre) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 55 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/ Sqm ( at the rate of three point three kilogram/square metre) including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (six hundred into six hundred millimetre) and curing completeincluding all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 56 | Providing and fixing 10 mm (ten millimetre)thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge In flooring on a bed of 10 mm (ten millimetre) thick mortar 1:4 (one acid proof cement : four coarse sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 57 | Providing and fixing 10 mm (ten millimetre) thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge Acid and alkali resistant tile and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 58 | Providing and fixing 0.60mm ( Zero point six zero millimetre) thick pre-painted steel sheet of TATA/ /DUROSHINEin roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 ( Twenty ) micron over 5 ( Five ) miocrons primer coating to back coat of polyster of 5 ( Five )microns over 5 ( Five) microns primer coating including fixing with pre-paintediron J or L hooks, bolts and nuts , 6mm (six millimetre) diametre with prepaintedlimpet and rubber washers complete with all accessories as required including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 59 | Providing and fixing ridges or hips 60cm. (sixty centimetre) overallwith0.60mm (Zero point six zero millimetre) thickprepainted steel sheets TATA/ /DUROSHINE in roofing with hot dipped metallic zinc coated sheets with top coat of regular modified polyesterorganiccoating of 20( Twenty )microns over 5 ( Five ) micron primer coating + backcoat of polyster of 5 ( Five) microns over 5micro primer coating including fixing with prepaintediron, J or L hooks bolts and nuts ,6mm(Six milimetre) diametre and prepainted G.I limpet and bitumen washer complete with all accessories as requiredincluding all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 60 | Providing and fixing valley 60cm (sixty centimetre) overall 0.60mm (zero point six zero millimetre) thick prepainted steel sheet in roofing with hot dipped mettalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster 5 (five) microns over 5 (five) micronsprimer coating including fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm (six millimetre) dia meter with prepainted GI limpet and bitumen washers complete with all accesories as required as per the direction of Engineer-in-charge including all leads, lifts and carriage of materials and other incidentals. |
| 61 | Providing and fixing M.S B.P sheet 1.66 mm to 2mm ( One point sixty six millimeter to two millimeter)thick in eaves board/facia/soffits/ceiling including cutting , fixing and welding to steel roof members and applyinga coat of red lead primer complete as per the direction of the Engineer-in-Charge (base member of steel work shall be measured and paid for separately) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 62 | Providing and fixing 30 cm (thirty centimetre) wide, 30 cm (thirty centimetre) overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm (forty into three millmetre) size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete 0.80mm (zero point eight zero millimetre) thick with zinc coating not less than 275 qm/m2 (two hundred seventy five square metre) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 63 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimetre) gap for thermal expansion, (i) Single socketed pipes. 110 mm(one hundred ten millimetre) diameter including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 64 | Providing and fixing on wall face unplasticised - PVCmoulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimetre) gap for thermal expansion including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 65 | 110 mm (one hundred ten millimetre) bend |
| 66 | 110 mm (one hundred ten millimetre) Shoe |
| 67 | Providing and fixing 110mm (one hundred ten millimetre) unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm (fifty into fifty into fifty millimetre) hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (onecement : four coarse sand) and making good the wall etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 68 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10squaremetre (at the rate of zero point nine zero litre per ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 squaremetre (at the rate of zero point eight zero litre per ten square metre) of approved brand and manufacture including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 69 | Painting with oil type wood presservative of approved brand and manufacture: (Old work (one or more coats) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 70 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 squaremetre (at the rate of zero point nine zero litre per ten square metre). Over an under coat of primer applied @ 0.75 ltr/ 10 squaremetre ( at the rate of zero point seven five litre perten square metre). Of approved brand and manufacture including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 71 | 6 mm (six millimetre) cement plaster of mix: 1:3 (one cement : three fine sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 72 | 15 mm (fifteen millimetre) cement plaster on the rough side of single or half brick wall of mix 1:6 (one cement : six fine sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 73 | 15 mm (fifteen millimetre) cement plaster on the fair side of single or half brick wall of mix 1:6 (onecement : six fine sand) and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 74 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 squaremetre ( at the rate of one point six seven litre per ten square metre) over and including priming coat of exterior primer applied @ 2.20 Kilogram/10squaremetre (at the rate of two point two zero kilogram per ten square metre) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 75 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on new work including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 76 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including water thinnable priming coat with cement primer including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 77 | White washing with lime to give an even shade : New work (three or more coats) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 78 | Providing and fixing MS railing for stair case having balluster of 19mm x19mm (nineteen millimetre into nineteen millimetre) M.S. solid square bar with a clear height of 85cm (eighty five centimetre) embedded in cement concrete steps and jointed with electrical/gas welding at top along with MS flat of 40mmx6mm (forty millimetre into six millimetre) size complete with a applying priming coat of red lead paint as per drawing specification and as per direction of Engineer-in-charge. |
| 79 | Providing and fixing 75mmx65mm (seventy five millimetre into sixty five millimetre) with M.S. flat 40x6mm (forty into six millimetre) welded to the balluster rounded hand rails in straight lenth complete in hard wood hand rail including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 80 | Providing and fixing bright finished brass fan light pivot with necessary brass screws etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 81 | Providing and Fixing 300mm (three hundred millimetre) long brightfinished brass chain with hook for fan light including necessary brass screws etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 82 | 12mm (twelve millimetre) thick green chalk board (non magnetic with superior quality framing specially anodized aluminium profile 20x15mm (twenty into fifteen millimetre) with corners of black surface shall be non porous cermaic particle on the top on the green surface for the writing with chalk over 11mm (eleven millimetre)thick particle board which shall have backing material of galavanized sheet 0.28 mm (zero point two eight) approximate the board clamps including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 83 | Constructing Coursed rubble hammer dressed "U" shape open surface drain with side wall. 15 X 23 cm (Fifteen into twenty three centimeter )in cement mortar 1:6 ( OneCement : Six approved Sand) and inside plastering with cement mortar 1:3 (OneCement:Three approved Sand) including earth work and laying 10 cm(Ten Centimatre ) cement concrete in 1:5:10 (OneCement : Fiveapproved Sand : Tengradedcrushed stone aggregate) of 40 mm (Forty millimetres)nominal size and7.5 cm (seven Point Five Centimatre )cement concrete 1:2:4 (OneCement : Twoapproved Sand : Fourgradedcrushed stone aggregate of 20 mm (Twenty millimetre) nominal size) and finished with afloating coat of neat cementcomplete as per standard design and curing complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 84 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm (four hundred fifty millimetre)internal diameter including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 85 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 86 | 20 mm (twenty millimetre) nominal bore |
| 87 | 15 mm (fifteen millimetre)nominal bore |
| 88 | 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 :. 25 to 40 mm (twenty five to forty millimetre)nominal bore including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 89 | 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 all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 90 | Providing and fixing Polyethelene-AluminiumPolyethelene 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 (eighty degree centigrade) including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at one metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work, including cutting chases and making good the wall etc. including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 91 | 2532 (32 mm OD) (two thousand five hundred thirty two) (thirty two millimetre outer dia) pipe |
| 92 | 2025 (25 mm OD) (two thousand twenty five) (twenty five millimetre outer dia) pipe |
| 93 | 1620 (20 mm OD) (one thousand six hundred twenty) (twenty millimetre outer dia) pipe |
| 94 | 1216 (16 mm OD)(one thousand two hundredsixteen) (sixteen millimetre outer dia) pipe |
| 95 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm (forty millimetre) C.P brass waste and 40mm (forty millimetre) C.P. brass trap with necessary C.P. brass unions complete,including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm (six hundred into four hundred fifty into two hundred millimetre) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 96 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40mm (forty millimetre) dia including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 97 | Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm (forty five centimetre) length 15 mm (fifteen millimetre)nominal bore including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 98 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work 40mm dia) (forty millimetre) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 99 | Providing and fixing C.P. brass long nose bib cock Cat no. CON 107KNJaquar or equivalentsingle controlof approved quality conforming to IS standards. 15 mm (fifteen millimetre) nominal bore including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 100 | Providing and fixing C.P. brass long nose bib cock Cat no. OPP -15037PM Jaquar or equivalentsingle controlof approved quality conforming to IS standards. 15 mm (fifteen millimetre)nominal bore including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 101 | Providing and fixing C.P.Mixer for kitchen sink with casted swinging CON 309KN jaquar or equavalent complete In all respectincluding all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 102 | Providing and Fixing Soap dish recessed type stainless steel AHS-1531of Jaquar or equivalentcomplete in all respect including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 103 | Providing and Fixing Soap dish stainless steel CAN -1131N of Jaquar or equivalentcomplete in all respect including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 104 | Providing and fixing Towel Rack with lower hangerNo. AHS-1581H of hotelier series of JAQUAR, or equivalentof superior quality as per direction of Engineer-Charge including all leads, lifts and carriage of materials and other incidentals. |
| 105 | Providing and fixing Corner glass self with bract No.ACN-1173 of hotelier series of JAQUAR, ESS-ESS or equivalentof superior quality as per direction of Engineer-Charge including all leads, lifts and carriage of materials and other incidentals. |
| 106 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 107 | 15mm (fifteen millimetre) |
| 108 | 20mm (twenty millimetre) |
| 109 | 32mm (thirty two millimetre) |
| 110 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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 including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 111 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm (fifteen millimetre) nominal bore including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 112 | Providing and fixing110 mm (one hundred ten millimetre) high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 113 | Providing and fixing150mm (one hundred fifty millimetre) high pressure PVC Spigot and socket, waste and ventilating pipe ISI marked including fixing with approved adhesive etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 114 | Providing and fixing110 mm X 90 mm (one hundred ten millimetre into ninety millimetre) PVC floor trap of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 115 | 110mm dia (one hundred ten millimetre) |
| 116 | Providing and fixing 110mm dia (one hundred ten millimetre)PVC plain bend ISI marked including fixing with approved adhesive etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 117 | Providing and fixing110mm dia (one hundred ten millimetre) PVC clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
| 118 | Constructing soak pit 1.20x1.20x1.20 m (one point two zero into one point two zero into one point two zero metre)filled with brickbats including S.W. drain pipe 100 mm (one hundred millimetre)diameter and 1.20 m (one point two zero metre) long complete as per standard design including all leads, lifts and carriage of materials and other incidentals as per direction of Engineer-in-Charge. |
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