Construction of Science Laboratory for Govt. Senior Secondary School Sudhar, Tehsil Padhar District Mandi (H.P.)

Amount

Earth work in excavation for all kinds of soil by mechanical means/manual means in foundation trenches or drains over areas upto any depth and width including dressing of sides and ramming of bottoms upto any lift including getting out the excavated soil and disposal of excavated earth complete within all leads, lifts, carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Earth work in excavation for structures for all kinds of soil by mechanical/manual means over areas upto any depth and width including getting out and disposal of excavated earth complete within all leads, lifts, carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Providing centering and shuttering including strutting,propping etcetra and removal of form for foundation footings, bases of columes etcetra for mass concrete complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing centering and shuttering including strutting,propping etcetra and removal of form for Lintle ,Beams, cantilevers, girders of beams girders bressumers and cantilevers complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing centering and shuttering including strutting,propping etcetra and removal of form for columns,pillars piers, abutment, post and struts complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing centering and shuttering including strutting,propping etcetra and removal of form for stair cases (excluding landing ) excpet sprial stair cases complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing centering and shuttering including strutting,propping etcetra and removal of form for shevels (cast in situ) complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing centering and shuttering including strutting,propping etcetra and removal of form for edges of slab and breaks in floors and walls upto any width complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing centering and shuttering including strutting, propping etcetra and removal of form for walls (any thickness) including attched pilaister buttersses,plinth and string courses etcetra complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Suppling and Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Random rubble masonry with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded, crushed stone aggregate 20mm (Twenty millimetre) nominal size) upto plinth level with cement mortar 1:6 (one cement : six sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying in position cement concrete 1:5:10 (one cement: five coarse sand :ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size ) of specified grade excluding the cost of centering and shuttering for all works up to all floor level including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying in position cement concrete 1:4:8 (one cement: four coarse sand : eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size excluding the cost of centering and shuttering in all works up to all floor level including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (one cement: one and half coarse sand : three graded, crushed stone aggregate 20mm (twenty millimetre) nominal size excluding the cost of centering and shuttering, finishing and reinforcement for all work up to aal floor level in foundation, footing, bases of columns and the like and mass concrete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etcetra above plinth level up to floor all level, excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one and half coarse sand : three graded, crushed stone aggregate 20 mm (twenty millimetre) nominal size) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

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,staircases and spiral stair cases above plinth level up to floor all level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one and half coarse sand : three graded,crushed stone aggregate 20 mm (twenty millimetre) nominal size) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge

Steel reinforcement thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying autoclaved aerated cement blocks masonry with 150mm/ 230mm/300mm (one hundred fifty millimetre/ two hundred thirty millimetre/ three hundred millimetre) thick AAC blocks in super structure above plinth level up to all floor level with R.C.C. band at sill level and lintel level with approved block laying polymer modified adhesive mortar ( The payment of R.C.C. band and reinforcement shall be made for seperately) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing single rebate door frames fabricated from sections roll formed out of 1.2 mm (one point two millimetre) thick galvanised steel (Base steel as per IS: 513) with zink of 120gms/sqm. (one hundred twenty grames per square metre). The overall size of section should be 80x50mm ( eighty into fifty millimetre) & 105x60mm (one hundred five into sixty millimetre) with rebate of 37mm ( thirty seven millimetre) for shutter, The frame section should be cut to length and metre joined with corner brackets made of CRCA electroplated. The frame shoud be provided with (a) 3 (three) numbers of M.S. powder coated 4" ( four inch) butt hinges of 2mm ( two millimetre) thickness welded to the frame(b) 6 (six) numbers of 1.2mm ( one point two millimetre) thick CRCA electroplated stiffners should be welded to frame (c) 6 (six) numbers of 8" ( eight inch) M.S. hold fasts with split end tails welded to stiffener plates (d) 1 one number aldrop receiver (e) each frame should be provided with 25x50mm (twenty five into fifty millimetre) tie rod at bottom. All welded places should be treated with protective coat of zink rich primer. The entire frame should be provided with a coat of each primer 105x60mm (one hundred five into sixty millimetre), single rebate door frame etcetera complete in all respect with in all leads, lifts, carriage of material, other incidental charges complete as per architectural drawings, direction and satisfaction of Engineer-in-Charge.

Providing and fixing double rebate door frames fabricated from sections roll formed out of 1.2 mm (one point two millimetre) thick galvanised steel (Base steel as per IS: 513) with zink of 120gms/sqm. (one hundred twenty grames per square metre). The overall size of section should be 125x60mm ( one hundred twenty five into sixty millimetre) & 105x60mm (one hundred five into sixty millimetre) with rebate of 37mm ( thirty seven millimetre) for shutter. The frame section should be cut to length and metre joined with corner brackets made of CRCA electroplated. The frame shoud be provided with (a) 3 (three) numbers of M.S. powder coated 4" ( four inch) butt hinges of 2mm ( two millimetre) thickness welded to the frame(b) 6 (six) numbers of 1.2mm ( one point two millimetre) thick CRCA electroplated stiffners should be welded to frame (c) 6 (six) numbers of 8" ( eight inch) M.S. hold fasts with split end tails welded to stiffener plates (d) 1 one number aldrop receiver (e) each frame should be provided with 25x50mm (twenty five into fifty millimetre) tie rod at bottom. All welded places should be treated with protective coat of zink rich primer. The entire frame should be provided with a coat of each primer 105x60mm (one hundred five into sixty millimetre), single rebate door frame etcetera complete in all respect with in all leads, lifts, carriage of material, other incidental charges complete as per architectural drawings, direction and satisfaction of Engineer-in-Charge.

Providing and fixing windows Eco 5000 (five thousand) series windows fabricated from roll formed sections made of Galvanised Stell colour coated /powder coated (base steel as per IS:513) "D" quality, galvanised as per IS 277 with Zink of 120grams / square metre (one hundred twenty grames per square metre) with total coated thickness of 0.60mm (sixty millimetre), Coated sections should be with primer coat of Epoxy primer of 5-7 (five to seven) micron thick, finish painted with polyster paint of 12-16 (twelve to sixteen) microns thick and back coated with Alkyd backer of 5-7 (five to seven) microns, or Powder coated with pure polyster powder upto 50-60 (fifty to sixty) microns thick. Sections for frame should be 98mm x 50mm (ninety eight millimetre to fifty millimetre) sections for mullion should be 46x70mm (forty six into seventy millimetre) sections for shutter frame should be of 46mmx46mm (forty six into forty six millimetre) section for fixed glassbead should be of 18mm x 25mm (eighteen millimetre into twenty five millimetre) and section for fly mesh shutter frame should be of 20mm x 40mm (twenty millimetre into forty millimetre). Frame and mesh shutter sections should be cut to length and mitre jointed with corner bracket made of Polyepropylene. Glass shutter should be mitre jointed with corner bracket made CRCA electroplated. Mullion section should be joined with frame/mullion using Nylon mullion Cap Ethy Propylene Diamine Monomer (EPDM) gasket should be used all around glass in shutter between frame and glazed shutter and both sides of fixed glass. Rubber gasket should be used around fly mesh to fix mesh in mesh shutter. Each glazed shutter should be provide with MS powder coated friction hinges-I set, high grade aluminium powder coated handle-1 (one) number each mesh shutter should be provided with S,S pivot hinges-1 (one) set, Seccolor make handle shall be provided per shutter. Window frame should be fixed to brick/ concrete masonry by using nylon self expending caps and driving MS electroplated 80mm (eighty millimetre) long screws into the caps through frames etcetera complete in all respect with in all leads, lifts, carriage of material, other incidental charges complete as per architectural drawings, direction and satisfaction of Engineer-in-Charge.

Providing and fixing Eco 5000 (five thousand) series windows mesh shutter should be provided with a stainless steel 32 (thirty two) gauge fly mesh of 304 (three hundred) grades with 144 (one hundred forty four) holes per square inch complete in all respect including carriage of material with in all leads, lifts and other incidental charges as per architectural drawings, direction and satisfaction of Engineer-in-Charge.

Providing and fixing 35mm (thirty five millimeter) thick second class deodar wood wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4mm (one point four millimetre) in both directions with wire of diameter 0.63mm (zero point six three millimeter) for doors, windows and clerestore windows including bright finished black enamelled iron hinges with necessary screws including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including M.S pressed butt hinges with necessary screws including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing glass shutter and fixed glass portions with a plain float glass of 4mm (four millimetre) thick including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 (ten) as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge

250 X 16mm (Two hundred fifty into sixteen millimetre)

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 (ten) as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge

250 X 10mm (Two hundred fifty into ten millimetre)

150 X 10mm (One hundred fifty into ten millimetre)

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 (ten) as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

125mm (One hundred twenty five millimetre)

100mm (One hundred millimetre)

Providing and fixing 150 mm (one hundred fifty millimetre) bright finished floor brass door stopper with rubber cushion, necessary brass screws etcetera to suit shutter thickness complete including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing ISI marked 150 mm (one hundred fifty millimetre) oxidised M.S. single acting spring hinges with necessary screws etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge

Providing and fixing 200 mm (two hundred millimetre) bright finished brass hard drawn hooks and eyes complete including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 20mm (twenty millimetre) diametre brass curtain rods of wall thickness 1.25 mm (one point two five millimetre) with two brass brackets fixed with brass screws and wooden plugs etcetera wherever necessary including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge

Providing and fixing M.S. grills for window provided with grill made of 10mm (ten millimetre) square bar welded to at 150mm (one hundred fifty millimetre) centre to centre, 6mmx12mm (six millimetre into twelve millimetre) MS flat. total grill unit should be powder coated and fixed to window frame with screws including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing commercial board box and its shelves made of 19mm (nineteen millimetre) thick water proof termite resistant commercial board including shutter of 19mm (nineteen millimetre) commercial board thick with 8mm (eight millimetre) thick ply back side of the cabinet and cut portion of the shelves shall be finished with 6mm (six millimetre) hard wood edging complete including piano hinges and other accessories including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and fixing 25 mm (twenty five millimetre) thick for cupboard shutters including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 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 complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing on wall the black board of 210x105cm (two hundred ten into one hundred five centimetre) clear size made of prelaminated phenol bonded partical board 12mm (twelve millimetre) thick and 6mm (six millimetre) thick frosted glass fixed over board with wooden beeding in sides and bottom as per architectural drawing no.27 job no CZ-160 including painting the board and inner side of frosted glass with green paint and fitting the same on walls complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and fixing 6 mm (six millimetre) thick plain multipurpose cement fiber board as per IS: 14862 (Hight pressure steam cured) with suitable screws for cement particle board in ceiling etcetera (frame work to be paid seperatately) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 150mm (one hundred fifty millimetre) diametre casing pipe complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and laying 25mm (twenty five millimetre) thick kota stone slab flooring over 20 mm (twenty millimetre) (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) upto all level complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Kota stone slabs 20 mm (twenty millimetre) thick in risers of steps, skirting, dado and pillars laid on 12 mm (twelve millimetre) (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 in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and fixing 10 mm (ten millimetre) thick acid and/or alkali resistant tiles in flooring on a bed of 10 mm (ten millimetre) thick mortar 1:4 (one acid proof cement : four coarse sand) 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 in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 10 mm (ten millimetre) thick acid and/or alkali resistant tiles in dado/skirting on a bed of 12 mm (twelve millimetre) thick mortar 1:4 (one acid proof cement : four coarse sand) 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, upto all florr level complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 18 mm (eighteen millimetre) thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm (twenty millimetre) 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 etcetera area of slab over 0.50 sqm (zero point five zero squaremetre) at all floor levels complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and laying 60mm (sixty millimetre) thick cement concrete paver block of M-35 (thirty five) grade with approved colour, design and pattern.factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etcetera of required strength, thickness and size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm (fifty millimetre) thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing 0.63 mm (zero point six three millimetre) thick with zinc coating not less than 275 gm/ m² (two hundred seventy five gram per squaremetre) corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm (eight millimetre) 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 heets 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 complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing 0.63 mm (zero point six three millimetre) thick with zinc coating not less than 275 gm/m² (two hundred seventy five gram per squaremetre) 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 millimetre) dia G.I. limpet and bitumen washers complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of 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 in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Steel work 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 etcetera as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing MS railing for stair case having bullauster of 19x19mm (nineteen into nineteen millimetre) M.S solid square bar with a clear height of 85cm (eighty five centimetre) jointed in cement concrete steps and welded with electric/gas welding M.S flat of 40x 6mm (forty into six millimetre) complete with a applying priming coat of red lead paint as per specification complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing MS railing for Ramp having bullauster of 25mm (twenty five millimetre) diametre hollow M.S. pipe (ISG-18) gauge with a clear height of 75 (seventy five) and 90cm (ninety centimetre) as per detail @ 60cm c/c (at the rate of sixty centimetre center to center) jointed in C.C steps and jointed with electric/gas welding at top alongwith hand rail of M.S hollow pipe with slip resistance 50mm (fifty millimetre) diametre (ISG-18) vertical balluster welding or jointed with 2 (two) numbers flat of 50x5mm (fifty into five millimetre) complete and applying coating with red lead paint as per specification complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 45/30cm (forty five/ thirty centimetre) wide screen made of nollow square section of 50x50mm(fifty into fifty millimetre) size 3mm (three millimetre) thickness for man frame and Ms hollow square section for distribution menbers 19mmx19mm (nineteen into nineteen millimetre) size 3mm (three millimetre) thick placed at ecqual a stance between centre to centre duly welded with the main frame and decorative screen centre piece 23cmx45cm (twenty three into forty five centimetre) made to shape out of 20x3mm (twenty into three millimetre) MS flat frame covered with black sheet duly welded with main frame of the screen.The screen should be embedded of fixed in R.C.C. pillars and bottom of beam by mechanical means including priming coat of steel primer as per drawing/design complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

6 mm (six millimetre) cement plaster of mix 1:3 (one cement : three coarse sand) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

15 mm (fifteen millimetre) cement plaster on rough side of single or half brick wall of mix 1:6 (one cement: six coarse sand) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

15 mm (fifteen millimetre) cement plaster on the rough side of single or half brick wall of mix 1:4 (one cement: four coarse sand) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

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

Painting two or more coats on new work with synthetic enamel paint of approved brand and manufacture to give an even shade complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Finishing walls on new work (two or more coats applied @ (at the rate of) 3.84 kg/10 sqm (three point eight four kilogram per ten square metre) with water proofing cement paint of required shade complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work (two or more coats) over and including water thinnable priming coat with cement primer complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Finishing on steel work with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etcetera complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Painting on new work (two or more coats) with oil type wood preservative of approved brand and manufacture complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Constructing course rubble hammer dressed U-Shape open surface drain with side wall . 15x22cm (fifteen into twenty two centimetre) in CM 1:6 (one cement : six coarse sand) and inside plastring with cement mortar 1:3 (one cement : three coarse sand) including earthwork and laying 10cm (ten centimetre) cement concrete in 1:5:10 (one cement : five coarse sand: ten graded, crushed stone aggregate 40mm (forty millimetre nominal size) and 7.5cm (seven point five centimetre) cement concrete 1:2:4 (one cement : two coarse sand: four graded, crushed stone aggregate 20mm ( twenty millimetre nominal size) and finishing with a floating coat of neat cement complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

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

Making plinth protection with cuddapa stone slab 20mm (twenty millimetre) thick 10cm (ten centimetre) wide in flooring on 20mm (twenty millimetre) thick base of cement mortar 1:4 (one cement : four coarse sand) including slurry mixed with pigment to match the shade of stone including rubbing and polishing complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing on wall face 110 mm (one hundred ten millimetre) diameter 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, single socketed pipes complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 110 mm (one hundred ten millimetre) bend 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 complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Supplying and fixing C.I. cover without frame for manholes 500 mm (five hundred millimetre) diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg (fifty eight kilogram) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 110 mm (one hundred ten millimetre) conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimetre) gap for thermal expansion complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing grill jali panel on chamber complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

15 mm dia (fifteen millimetre diametre) nominal bore

20 mm dia (twenty millimetre diametre) nominal bore

Providing and fixing 1216(16mm (sixteen millimetre)OD) 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 (eighty degree centigrade), including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g.(for example) elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre (one metre) spacing. This includes testing of joints complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Constructing masonry Chamber with common burnt clay F.P.S.(non modular) bricks of class designation 7.5, 30x30x50cm (thirty into thirty into fifty centimetre) inside, in brick work in cement mortar 1:4 (one cement :four coarse sand) for stop cock, with C. I. surface box 100x100 x75mm (one hundred into one hundred into seventy five millimetre) (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (one cement : two coarse sand : four graded, crushed stone aggregate 20 mm (twenty millimetre)nominal size), including necessary excavation, foundation concrete 1:5:10 ( one cement : five coarse sand : ten graded, crushed stone aggregate 40mm (forty millimetre)nominal size ) and inside plastering with cement mortar 1:3 (one cement : three coarse sand) 12mm (twelve millimetre) thick, finished with a floating coat of neat cement complete as per standard design complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing white Vitreous China Flat back wash basin size 550x 400 mm (five hundred fifty into four hundred millimetre) with C.I. brackets, 15 mm (fifteen millimetre) C.P. brass pillar taps, 32 mm (thirty two millimetre)C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing white vitreous china laboratory sink 600x450x200mm (six hundred into four hundred fifty into two hundred millimetre) in size with C.I. brackets, C.P. brass chain with rubber plug, 40mm (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 complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and fixing CP Brass 32mm (thirty two millimetre) size bottle trap of approved quality complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and fixing 32 mm (thirty two millimetre) nominal bore G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etcetera complete (New work) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge

Providing and fixing PTMT soap dish holder having length of 138mm (one hundred thirty eight millimetre), breadth 102mm (one hundred two millimetre), height of 75mm (seventy millimetre) with concealed fitting arrangements, weighing not less than 106 gms (one hundred six millimetre) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15 mm (fifteen millimetre) nominal bore C.P. brass bib cock of approved quality conforming to IS:8931 complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15 mm (fifteen millimetre) nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms (six hundred ninety grams) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15 mm (fifteen millimetre) nominal bore brass bib cock of approved quality complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15mm (fifteen millimetre) nominal bore, 86 mm (eighty six millimetre) long, weighing not less than 88 gms (eighty eight grams) PTMT bib cock of approved quality and colour complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing uplasticised PVC connection pipe with brass unions having 45 cm length 15mm (fifteen millimetre) nominal bore complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

15mm (fifteen millimetre) nominal bore

20mm (twenty millimetre) nominal bore

25mm (twenty five millimetre) nominal bore

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings and fixtures for tank shall be paid separately complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 75 mm (seventy five millimetre) nominal inner diametre Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Constructing brick masonry manhole inside size 90x80cm (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 millimetre) internal dimensions, total weight of cover and frame to be not less than 38 kg (thirty eight kilogram) (weight of cover 23 kg (twenty eight kilogram) and weight of frame 15 kg(fifteen kilogram) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (seven point five) 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 and half coarse sand (zone- III) : three graded, crushed stone aggregate 20 mm (twenty millimetre) nominal size), foundation concrete 1:4:8 mix (one cement : four coarse sand (zone- III) : eight graded, crushed stone aggregate 40 mm (forty millimetre) nominal size), inside plastering 12 mm (twelve millimetre) 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, crushed stone aggregate 20 mm (twenty millimetre) nominal size) finished with a floating coat of neat cement complete as per standard design complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Sohan lal