Painting Works Tenders

course of half brick masonry. 8.0 CLADDING WORK Providing and fixing 18 mm 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 8.2 laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, 8.2.2 Cherry/Ruby red 36 8.2.2.2 Area of slab over 0.50 sqm Sqm 20 4425.35 88507 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., 8.3 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 37 8.3.2 Granite work Metre 25 418.85 10471.25 8.20S STONE WORK DRY CLADDING Providing and fixing specified wood frame work consisting of battens 50x25mm 8.27 fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. 8.27.1 Kiln seasoned and chemically treated cum .25 163814.1 40953.53 38 hollock wood 8.31 Providing and fixing Ist quality ceramic Sqm 250 1063.45 265862.5 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by 39 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in 9.1 position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 40 9.1.1 Second class teak wood cum 2 131576.95 263153.9 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, 9.9 (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. ICF HQ-ENGINEERING/ICF 9.14 Extra for providing ISI marked Stainless Sqm 70 147.15 10300.5 Steel butt hinges instead of M.S. pressed 41 butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). Providing and fixing 25 mm thick shutters 9.16 for cup board etc. : 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 class hard 9.20 wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Sqm 10 3086.1 30861 42 Stainless Steel butt hinges with necessary screws Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard 9.21 wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.1 35 mm thick including ISI marked Sqm 50 2015.75 100787.5 43 Stainless Steel butt hinges with necessary screws 9.23 Extra for providing lipping with 2nd class Sqm 65 401.4 26091 teak wood battens 25 mm minimum 44 depth on all edges of flush door shutters (over all area of door shutter to be measured). 9.26 Extra for cutting rebate in flush door Sqm 2 93.65 187.3 45 shutters (Total area of the shutter to be measured). 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing nickel plated M.S. 9.47 pipe curtain rods with nickel plated brackets : 46 9.47.2 25 mm dia (heavy type) Metre 110 159.35 17528.5 Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with Kg 1000 197.7 197700 47 rawl plugs screws etc. 9.53 Providing 40x5 mm flat iron hold fast 400 Each 110 194.35 21378.5 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden 48 plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). COPER OXIDISED MILD STEEL FITTINGS 9.57S (COPPER OXIDISED AS PER IS: 1378) 9.69 Providing and fixing oxidised M.S. Safety Each 6 88.95 533.7 chain with necessary fixtures for doors, 49 (weighting not less than 450 gms) and (copper oxized as per IS: 1378) 9.72S BRASS FITTINGS Providing and fixing bright finished brass 9.74 tower bolts (barrel type) with necessary screws etc. complete : ICF HQ-ENGINEERING/ICF 50 9.74.1 250x10 mm Each 18 374.35 6738.3 51 9.74.2 200x10 mm Each 2 300.55 601.1 52 9.74.3 150x10 mm Each 2 232.3 464.6 53 9.74.4 100x10 mm Each 2 160.3 320.6 9.76 Providing and fixing bright finished brass Each 6 723.8 4342.8 100 mm mortice latch and lock with 6 54 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 9.82 Providing and fixing bright finished brass Each 25 109.6 2740 55 hanging type floor door stopper with necessary screws, etc. complete. 9.88S CHROMIUM PLATED BRASS FITTINGS Providing and fixing chromium plated 9.92 brass handles with necessary screws etc. complete: 56 9.92.1 125 mm Each 6 226.5 1359 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per 9.96 IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 57 9.96.1 300x16 mm Each 24 260.3 6247.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per 9.97 IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 58 9.97.2 250x10 mm Each 25 104.4 2610 59 9.97.3 200x10 mm Each 25 90.8 2270 60 9.97.4 150x10 mm Each 7 75.55 528.85 61 9.97.5 100x10 mm Each 25 58.65 1466.25 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.100 transparent or dyed to required colour or shade, with necessary screws etc. complete : 62 9.100.3 75 mm Each 24 46.3 1111.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 9.101 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 63 9.101.1 Single rubber stopper Each 25 35.5 887.5 9.105S GYPSUM BOARD PARTITIONS 9.123 Providing and fixing factory made door Metre 60 481.85 28911 frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be 64 mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in- charge. ICF HQ-ENGINEERING/ICF Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and 9.124 the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturer's specifications and direction of Engineer- in-charge. 9.124.2 Decorative finish (both side wood grained Sqm 25 3194.4 79860 65 finish) 9.129 Providing and fixing cup board shutters 25 Sqm 75 1982.7 148702.5 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side 66 balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer- in-Charge Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and 9.134 average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : ICF HQ-ENGINEERING/ICF Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be 9.147B mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.147B.1 Fixed window / ventilator made of (small Sqm 5 7249.9 36249.5 series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 67 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 9.147D 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. ICF HQ-ENGINEERING/ICF 9.147D.2 Three track three panels sliding window Sqm 60 10030.3 601818 with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 68 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). Providing and fixing bright /matt finished Stainless Steel handles of approved 9.165 quality & make with necessary screws etc all complete. 69 9.165.2 100mm Each 55 75.7 4163.5 10.0 STEEL WORK 10.28 Providing and fixing stainless steel ( Kg 225 612.25 137756.25 Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & 70 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Providing & fixing glass panes with putty 10.30 and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes (weight not less Sqm 65 940.3 61119.5 71 than 10 kg/sqm) 11.0 FLOORING Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of 11.3 neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 2 545 1090 72 stone aggregate 11.7 Cement concrete pavement with 1:2:4 (1 cum 2 7958.65 15917.3 cement : 2 coarse sand : 4 graded stone 73 aggregate 20 mm nominal size), including finishing complete. 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 74 11.26.1 25 mm thick Sqm 150 1706.6 255990 11.27 Kota stone slabs 20 mm thick in risers of Sqm 10 2038.55 20385.5 steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 75 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.28S SAND STONE FLOORING ICF HQ-ENGINEERING/ICF 11.31 Extra for pre finished nosing in treads of Metre 55 157.35 8654.25 76 steps of Kota stone/ sand stone slab. 11.32 Extra for Kota stone/ sand stone in treads Sqm 15 36.35 545.25 77 of steps and risers using single length up to 1.05 metre. 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in floor in 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 on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) 11.41A jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish 11.41A.1 of size 78 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 350 1286.6 450310 Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 79 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 65 1311.05 85218.25 12.0 ROOFING 12.1S SHEET ROOFING 12.20 Providing and laying pressed clay tiles (as Sqm 2 620 1240 per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement 80 : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm 12.40 thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 12.41 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 81 12.41.1 75 mm diameter Metre 65 213 13845 82 12.41.2 110 mm diameter Metre 55 319.75 17586.25 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC 12.42 rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.3 Single tee with door 83 12.42.3.1 75x75x75 mm Each 1 141.55 141.55 12.42.5 Bend 87.5 degrees 84 12.42.5.1 75 mm bend Each 7 91.8 642.6 85 12.42.5.2 110 mm bend Each 7 132 924 ICF HQ-ENGINEERING/ICF 12.42.6 Shoe (Plain) 86 12.42.6.1 75 mm Shoe Each 15 81.1 1216.5 87 12.42.6.2 110 mm Shoe Each 6 115.95 695.7 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, 12.43 screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 88 12.43.1 75 mm Each 75 310.85 23313.75 89 12.43.2 110 mm Each 50 309.5 15475 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 90 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 875 294.85 257993.75 91 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 1125 282 317250 13.19S ROUGH CAST PLASTER Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, 13.19 under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. 13.19.1 Ordinary cement finish using ordinary Sqm 2 752.4 1504.8 92 cement 13.20S PEBBLE DASH PLASTER 13.22 Extra for plastering exterior walls of Sqm 550 72.8 40040 height more than 10 m from ground level 93 for every additional height of 3 m or part thereof. 18 mm thick plain cement mortar band in 13.29 cement mortar 1:4 (1 cement : 4 fine sand): 13.29.3 cm per 225 9.55 2148.75 94 Raised Band metre 13.37S INTERIOR FINISHING White washing with lime to give an even 13.37 shade : 95 13.37.1 New work (three or more coats) Sqm 750 32.45 24337.5 Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 1150 162.55 186932.5 96 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING Finishing walls with Premium Acrylic 13.47 Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ Sqm 900 162.35 146115 1.43 ltr/10 sqm over and including 97 priming coat of exterior primer applied @ 2.20 kg/10 sqm) 13.50 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of Sqm 100 61.45 6145 98 approved brand and manufacture on wood work (hard and soft wood) ICF HQ-ENGINEERING/ICF 13.50.3 With ready mixed red oxide zinc Sqm 100 55.5 5550 chromate primer of approved brand and 99 manufacture on steel galvanised iron/ steel works Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 100 13.61.1 Two or more coats on new work Sqm 215 131.45 28261.75 Varnishing with varnish of approved brand 13.67 and manufacture : 13.67.1 Two or more coats of glue sizing with Sqm 25 197.4 4935 101 copal varnish over an under coat of flatting varnish 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal 15.2 of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 1 2007.1 2007.1 102 equivalent design mix) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 103 15.7.4 In cement mortar cum 1 1698.45 1698.45 15.58 Demolishing R.C.C. work by mechanical cum 1 2328.55 2328.55 means and stockpiling at designated locations and disposal of dismantled 104 materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 15.60 Disposal of building rubbish / malba / cum 1 219.35 219.35 similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading 105 to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 106 16.3.10 Moorum cum 3 888.3 2664.9 16.49S MISCELLANEOUS 16.68 Providing and laying 60mm thick factory Sqm 2 951 1902 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 107 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. ICF HQ-ENGINEERING/ICF Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed 16.91 o f 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 all as per direction of Engineer-in-Charge. 16.91.1 60mm thick cement concrete paver block Sqm 5 932.35 4661.75 108 of M-35 grade with approved colour, design & pattern. 17.0 SANITARY INSTALLATIONS Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 17.1 manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. Each 6 5781.35 34688.1 109 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow 17.3 arrangement 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 : 17.3.1 W.C. pan with ISI marked white solid Each 6 6941.3 41647.8 110 plastic seat and lid Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.7 White Vitreous China Flat back wash basin Each 6 1318.35 7910.1 111 size 450x 300 mm with single 15mm C.P. brass pillar tap Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 17.10 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board 112 17.10.1.2 510x1040 mm bowl depth 225 mm Each 6 6677.4 40064.4 ICF HQ-ENGINEERING/ICF 17.16A Providing and fixing 8 mm dia C.P. / S.S. Each 6 299.35 1796.1 Jet with flexible tube upto 1 metre long 113 with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 17.22A Providing and fixing CP Brass 32mm size Each 1 886.25 886.25 Bottle Trap of approved quality & make 114 and as per the direction of Engineer-in- charge. 17.22B Providing and fixing CP Brass Single lever Each 6 6119.15 36714.9 telephonic wall mixer of quality & make as 115 approved by Engineer in charge. (a) 15 mm nominal dia Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 116 17.28.2.2 40 mm dia Each 12 104.35 1252.2 17.31 Providing and fixing 600x450 mm beveled Each 6 1411.15 8466.9 edge mirror of superior glass (of approved 117 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic 17.32 moulded frame of approved make and shade with 6 mm thick hard board backing : 118 17.32.2 Rectangular shape 453x357 mm Each 6 1158.95 6953.7 Providing and fixing PTMT towel rail complete with brackets fixed to wooden 17.73 cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length Each 12 600.35 7204.2 of 645 mm, width 78 mm and effective 119 height of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the wall etc. 120 18.8.3 25 mm nominal dia Pipes Metre 50 626.05 31302.5 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc.-External work 121 18.12.6 50 mm dia nominal bore Metre 12 654.2 7850.4 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 122 18.17.4 50 mm nominal bore Each 6 878.25 5269.5 ICF HQ-ENGINEERING/ICF Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 123 18.18.3 25 mm nominal bore Each 6 399.15 2394.9 Providing and fixing gun metal non- 18.19 return valve of approved quality (screwed end) : Providing and fixing brass ferrule with C.I. 18.20 mouth cover including boring and tapping the main : 124 18.20.3 25 mm nominal bore Each 6 447 2682 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : Providing and fixing C.P. brass shower 18.22 rose with 15 or 20 mm inlet : 125 18.22.1 100 mm diameter Each 12 166.35 1996.2 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, 18.31 rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 126 18.31.1.2 Class II Each 1 4500.25 4500.25 18.31.3 150 mm diameter 127 18.31.3.1 Class I Each 1 5980.45 5980.45 18.48 Providing and placing on terrace (at all Litre 6000 9.7 58200 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 128 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass long body bib cock of approved quality conforming 18.51 to IS standards and weighing not less than 690 gms. 129 18.51.1 15 mm nominal bore Each 24 708.4 17001.6 Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 130 18.53.1 15mm nominal bore Each 24 500.35 12008.4 18.53A Providing and fixing C.P. Brass extension Each 6 61.7 370.2 nipple (size 15mmx50mm) of approved 131 make and quality as per direction of Engineer-in-charge. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.3 15 mm nominal bore, 165 mm long, Each 6 156.65 939.9 132 weighing not less than 110 gms 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Each 12 96.75 1161 Holder having length of 138mm, breadth 133 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Providing and laying D.I. specials of class 18.68 K-12 suitable for push-on jointing as per IS : 9523 : 134 18.68.1 Up to 600 mm dia Quintal .75 17155.9 12866.93 ICF HQ-ENGINEERING/ICF Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron 18.70 Pipes including testing of joints and the cost of rubber gasket : 135 18.70.2 150 mm dia pipes Joint 2 156.05 312.1 Providing and laying S&S Centrifugally 18.72 Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 136 18.72.16 150 mm dia Ductile Iron Class K-9 pipes Metre 12 1625.05 19500.6 Providing and fixing PTMT extension 18.75 nipple for water tank pipe, fittings of approved quality and colour. 18.75.3 25mm nominal bore, weighing not less Each 6 100.55 603.3 137 than 62 gms 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff 19.1 mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 138 19.1.1 100 mm diameter Metre 12 375.75 4509 139 19.1.2 150 mm diameter Metre 12 591.4 7096.8 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 19.2 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 140 19.2.2 150 mm diameter S.W. pipe Metre 12 1095.15 13141.8 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water 19.4 tight C.I. cover with frame of 300 x300 mm 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: 19.4.2 150 x 100 mm size P type 19.4.2.1 With common burnt clay F.P.S. (non Each 2 2474.4 4948.8 141 modular) bricks of class designation 7.5 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal 19.7 size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total 19.7.3 weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : 19.7.3.1 With common burnt clay F.P.S. (non Each 1 30197.95 30197.95 142 modular) bricks of class designation 7.5 19.8 Extra for depth for manholes : 19.8.2 Size 120x90 cm ICF HQ-ENGINEERING/ICF 19.8.2.1 With common burnt clay F.P.S. (non Metre 1 9744.25 9744.25 143 modular) bricks of class designation 7.5 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 19.9 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 19.9.1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non Each 1 11886.45 11886.45 144 modular) bricks of class designation 7.5 Extra depth for circular type manhole 19.10 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non Metre 1 6986.8 6986.8 145 modular) bricks of class designation 7.5 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 19.13 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 19.15 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 146 19.15.2 With 20 mm diameter round bar Each 12 420 5040 Providing and fixing in position pre-cast 19.19 R.C.C. manhole cover and frame of required shape and approved quality ICF HQ-ENGINEERING/ICF Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone 19.21 aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 147 19.21.1 For pipes 100 to 250 mm diameter Each 2 683.7 1367.4 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement 19.30 : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 mix(1Cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 19.30.2 cm deep for pipe line with one or two inlets : 19.30.2.1 With common burnt clay F.P.S. (non Each 1 7308.15 7308.15 148 modular) bricks of class designation 7.5 Extra for depth beyond 45 cm of brick 19.31 masonry chamber : 19.31.2 For 500x700 mm size 19.31.2.1 With common burnt clay F.P.S. (non Metre 1 6158.05 6158.05 149 modular) bricks of class designation 7.5 20.0 PILE WORK Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and 20.2 removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 150 20.2.2 500 mm dia piles Metre 675 2274.25 1535118.75 Total 12323487.31 Item- 2 Construction of 12 units of Type-III quarters S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS ICF HQ-ENGINEERING/ICF By Mechanical Transport including 1.1 loading,unloading and stacking 1.1.2 Earth 1 1.1.2.5 5km cum 100 271.45 27145 2 1.1.2.6 Beyond 5 km upto 10 km per km cum-km 525 19.35 10158.75 1.1.18 Disposal of moorum/building rubbish/ cum 7 411.3 2879.1 malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, 3 unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in- charge. 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 4 2.8.1 All kinds of soil. cum 95 286.85 27250.75 2.25 Filling available excavated earth cum 90 253.95 22855.5 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not 5 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Extra for every additional lift of 1.5 m or 2.26 part thereof in excavation / banking excavated or stacked materials. 6 2.26.1 All kinds of soil cum 10 104.5 1045 2.27 Supplying and filling in plinth with sand cum 110 2161.2 237732 under floors, including watering, 7 ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 75 6833.4 512505 derived from natural sources : 6 graded 8 stone aggregate 20 mm nominal size derived from natural sources) 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 55 6670.25 366863.75 derived from natural sources: 6 graded 9 stone aggregate 40 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 10 4.3.1 Foundations, footings, bases for columns Sqm 25 307.95 7698.75 4.10S DAMP-PROOF COURSE 4.11 Providing and laying damp-proof course Sqm 75 452.25 33918.75 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) 11 derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). ICF HQ-ENGINEERING/ICF 4.13 Providing & applying a coat of residual Sqm 75 113.85 8538.75 petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square 12 metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU 5.8 Reinforced cement concrete work in cum 5 9297.7 46488.5 vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, 13 shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural s o u r c e s : 3 graded stone aggregate 20mm nominal size derived from natural sources ). 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 135 307.95 41573.25 14 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 200 669.55 133910 15 pilasters, butteresses, plinth and string courses etc. 5.9.3 Suspended floors, roofs, landings, Sqm 1400 766.55 1073170 16 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 975 608.35 593141.25 17 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 1000 804.25 804250 18 and Struts 5.9.7 Stairs, (excluding landings) except spiral- Sqm 110 657.75 72352.5 19 staircases 5.9.13 Vertical and horizontal fins individually or Sqm 45 1100.4 49518 20 forming box louvers band, facias and eaves boards Edges of slabs and breaks in floors and 5.9.16 walls 21 5.9.16.1 Under 20 cm wide Metre 550 181.9 100045 5.9.19 Weather shade, Chajjas, corbels etc., Sqm 205 814.95 167064.75 22 including edges 5.12S PRE-CAST RCC Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and 5.18 shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 23 5.18.1 50 mm thick Sqm 5 1580.9 7904.5 5.23S MISCELLANEOUS 5.23 Smooth finishing of the exposed surface Sqm 45 253.05 11387.25 24 of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). Providing and fixing sheet covering over 5.29 expansion joints with iron screws as per design. ICF HQ-ENGINEERING/ICF 5.30 Add for plaster drip course/ groove in Metre 70 64.7 4529 25 plastered surface or moulding to R.C.C. projections. 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 c u r i n g , carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.3 Concrete of M35 grade with minimum cum 115 8966.95 1031199.25 26 cement content of 370 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.2 Concrete of M30 grade with minimum cum 670 10477.75 7020092.5 27 cement content of 350 kg /cum 5.35 Add for using extra cement in the items of Quintal 350 688.45 240957.5 28 design mix over and above the specified cement content therein. 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above cum 330 280.95 92713.5 29 floor V level for each four floors or part thereof. 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 10 6658.25 66582.5 30 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 265 8288.35 2196412.75 31 sand) 6.5 Extra for brick work / AAC block masonry / cum 150 142 21300 Tile brick masonry in superstructure 32 above floor V level, for each four floors or part thereof by mechanical means. 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.13 designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse Sqm 700 1018.05 712635 33 sand) ICF HQ-ENGINEERING/ICF 6.14 Extra for half brick masonry in Sqm 340 12.6 4284 superstructure, above floor V level for 34 every four floors or part thereof by mechanical means. 6.15 Extra for providing and placing in position Sqm 700 86.45 60515

Painting and Slogan of Moto

Painting and Slogan of Moto

Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

Material and Labour for exterior painting work including complete preparation of newly/ Old Plastered Surface plastered surface and crack filling with crack seal upto 3mm where required and making good/smooth the surface with wall putty with silicon additives and sanding these surface for removal of loose particles and applying one coat of Smart Care waterproof primer (Damp Prime Suprema) on walls and chajjas with 10% of dilution of water and applying two coats of 100% acrylic smooth emulsion exterior grade with silicon additives and anti-algal properties (Apex Ultima Suprema). complete all as specified and directed. Note: The above specification of work for exterior painting is guaranteed as per manufacturer Performance Warranty and to be executed only by applicator authorised by original equipment manufacturer Make: "ASIAN PAINTS/BERGER/NEROLAC"