Civil Construction Tenders

77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and 18.10 making good the walls etc. ( Internal work - Exposed on wall ) 59 18.10.2 20 mm dia nominal bore Metre 30 437.3 13119 60 18.10.3 25 mm dia nominal bore Metre 50 551.7 27585 61 18.10.5 40 mm dia nominal bore Metre 100 811.9 81190 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good 18.11 the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 62 18.11.2 20 mm dia nominal bore Metre 40 635.2 25408 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 63 18.12.5 40 mm dia nominal bore Metre 20 617.05 12341 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 64 18.17.1 25 mm nominal bore Each 4 622.4 2489.6 65 18.17.3 40 mm nominal bore Each 2 826.1 1652.2 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 66 18.18.3 25 mm nominal bore Each 2 464.05 928.1 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe 18.46 including cutting and threading the pipe and making long screws etc. complete (New work) : 67 18.46.3 25 mm nominal bore Each 8 439.25 3514 68 18.46.5 40 mm nominal bore Each 6 631.3 3787.8 18.48 Providing and placing on terrace (at all floor Per 4000 11 44000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 69 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 bib cock of 18.49 approved quality conforming to IS:8931 : 70 18.49.1 15 mm nominal bore Each 20 506.8 10136 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 6 111.45 668.7 having length of 138mm, breadth 102mm, 71 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement 19.1 mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 72 19.1.2 150 mm diameter Metre 80 695.8 55664 73 19.1.4 250 mm diameter Metre 55 1505.6 82808 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover 19.4 with frame of 300 x 300 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: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non modular) Each 2 2707.65 5415.3 74 bricks of class designation 7.5 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 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 (1 cement : 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 455x610 mm and 45 cm 19.30.1 deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) Each 11 6937.9 76316.9 75 bricks of class designation 7.5 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with 21.1 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or Kg 50 495.05 24752.5 76 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or Kg 75 598.6 44895 77 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 25 1176.8 29420 78 (weight not less than 10kg/sqm) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.68 grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: 79 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5 7387.25 36936.25 Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 80 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 85 9844.65 836795.25 Total 8232348.82 Item- 2 SW-II Hassan- Construction of New building for RPF Post including Mahila Barrack S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as 2.6 well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 376.25 177.5 66784.38 Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and 2.10 then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not Metre 100 352.15 35215 2 exceeding 300 mm dia 2.25 Filling available excavated earth (excluding cum 100 196 19600 rock) in trenches, plinth, sides of foundations 3 etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. Extra for every additional lift of 1.5 m or part 2.26 thereof in excavation / banking excavated or stacked materials. 4 2.26.1 All kinds of soil cum 153.12 126.8 19415.62 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost 4.1 of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 115 7294.7 838890.5 derived from natural sources : 6 graded stone 5 aggregate 20 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.10 Providing and laying damp-proof course 40mm Sqm 112 410.85 46015.2 thick with cement concrete 1:2:4 (1 cement : 2 6 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. Sqm 320 392.15 125488 7 for mass concrete 5.9.3 Suspended floors, roofs, landings, balconies Sqm 328 927.25 304138 8 and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 635 736.4 467614 9 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 405 961.3 389326.5 10 Struts 5.9.7 Stairs, (excluding landings) except spiral- Sqm 20 764.95 15299 11 staircases 5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 96 951.1 91305.6 12 edges 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 cement, admixtures in recommended proportions as per IS: 9103 to 5.33 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, 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.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement cum 130 9504.75 1235617.5 13 content of 330 kg /cum 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement cum 225 9860.4 2218590 14 content of 330 kg /cum 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. (non 6.1 modular) bricks of class designation 7.5 in foundation and plinth in: 15 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 40 7132.25 285290 7.0 STONE WORK 7.1S RANDOM RUBBLE MASONRY Random rubble masonry with hard stone in foundation and plinth including levelling up with 7.1 cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 16 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 110 7311.25 804237.5 8.0 CLADDING WORK 8.1S General 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 laid over 20 mm thick base 8.2 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 to edges to give high gloss finish etc. complete at all levels MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Granite stone slab colour black, Cherry/Ruby 8.2.2 red 17 8.2.2.2 Area of slab over 0.50 sqm Sqm 2 5136.3 10272.6 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic glazed Sqm 110 1267.95 139474.5 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 18 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 position with hold 9.1 fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 19 9.1.1 Second class teak wood cum .84 142949.7 120077.75 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board 9.20 construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.2 30 mm thick including ISI marked Stainless Sqm 65 3167.95 205916.75 20 Steel butt hinges with necessary screws 9.23 Extra for providing lipping with 2nd class teak Sqm 65 462.35 30052.75 wood battens 25 mm minimum depth on all 21 edges of flush door shutters (over all area of door shutter to be measured). 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm 9.46 with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 22 9.46.3 25 mm dia Metre 45 525.55 23649.75 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. 9.48 flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl Kg 670 238.35 159694.5 23 plugs screws etc. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows 9.51 using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 24 9.51.2 With 12 mm mild steel U beading Sqm 40 939.2 37568 9.53 Providing 40x5 mm flat iron hold fast 400 mm Each 72 228.85 16477.2 long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and 25 embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 9.72S BRASS FITTINGS Providing and fixing bright finished brass butt 9.72 hinges with necessary screws etc. complete : 26 9.72.2 125x70x4 mm (ordinary type) Each 60 185.15 11109 Providing and fixing bright finished brass tower 9.74 bolts (barrel type) with necessary screws etc. complete : 27 9.74.1 250x10 mm Each 24 441.6 10598.4 Providing and fixing bright finished brass door 9.75 latch with necessary screws etc. complete : 28 9.75.1 300x16x5 mm Each 24 322.2 7732.8 Providing and fixing bright finished brass 9.81 handles with screws etc. complete: 29 9.81.1 125 mm Each 48 256.65 12319.2 9.82 Providing and fixing bright finished brass Each 24 121.65 2919.6 30 hanging type floor door stopper with necessary screws, etc. complete. 9.83 Providing and fixing aluminium die cast body Each 24 1124.85 26996.4 tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed 31 on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ANODISED ALUMINIUM FITTINGS (ALL FITTINGS 9.95S SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not 9.96 less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 32 9.96.1 300x16 mm Each 20 303.25 6065 9.105S GYPSUM BOARD PARTITIONS 9.121 Providing and fixing Fiber Glass Reinforced Metre 50 570.95 28547.5 plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and 33 chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 9.122 Providing and fixing to existing door frames. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 9.122.2 30 mm thick Fiberglass Reinforced Plastic Sqm 14 4488.95 62845.3 (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for 34 fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. 10.0 STEEL WORK 10.1S General Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and 10.16 applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 35 10.16.2 Hot finished seamless type tubes Kg 1500 206.35 309525 10.20 Providing and fixing bolts including nuts and Kg 7 159.35 1115.45 36 washers complete. 10.28 Providing and fixing stainless steel ( Grade 304) Kg 250 772.4 193100 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, including fixing the railing with necessary 37 accessories & 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.). 11.0 FLOORING 11.37S CERAMIC GLAZED TILES 11.37A Providing and fixing 1st quality ceramic glazed Sqm 60 1112.7 66762 floor 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 38 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. 11.41S VITRIFIED FLOOR TILES 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 11.41 on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 39 11.41.4 Size of Tile 1000x1000 mm Sqm 600 2089.65 1253790 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 40 11.46.1 Size of Tile 500x500 mm Sqm 50 1593.9 79695 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 41 12.41.2 110 mm diameter Metre 300 377.4 113220 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 12.42 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 42 12.42.1.2 110 mm Each 20 136.15 2723 12.42.2 Single pushfit Coupler 43 12.42.2.2 110 mm Each 20 127.6 2552 12.42.5 Bend 87.5 degree 44 12.42.5.2 110 mm bend Each 20 150.35 3007 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of 12.43 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. 45 12.43.2 110 mm Each 160 371.3 59408 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 46 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 4276 333.35 1425404.6 13.16S 6 mm CEMENT PLASTER 13.16 6 mm cement plaster of mix : 47 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 656 300.45 197095.2 13.44S EXTERIOR FINISHING Finishing with Deluxe Multi surface paint system 13.48 for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 Sqm 4276 193.7 828261.2 48 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 13.48.2 Painting wood work with Deluxe Multi Surface Sqm 100 176.25 17625 Paint of required shade. Two or more coat 49 applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 100 170.7 17070 Paint to give an even shade. Two or more coat 50 applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 13.80 Providing and applying white cement based Sqm 2040 156.05 318342 putty of average thickness 1 mm, of approved 51 brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 16.0 ROAD WORK 16.42S CONCRETE PAVEMENTS 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse cum 20 7993.8 159876 sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required 52 slope and camber in panels as required including consolidation finishing and tamping complete. Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling 16.43 to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with batch mixing cum 50 10529.35 526467.5 53 machine 16.49S MISCELLANEOUS 16.68 Providing and laying 60mm thick factory made Sqm 100 972 97200 cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, 54 design & 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. 16.69 Providing and laying at or near ground level cum 5 10117.6 50588 factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more 55 than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). 17.0 SANITARY INSTALLATIONS 17.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 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. pan of Each 5 6767.4 33837 56 size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid plastic Each 5 6515.55 32577.75 57 seat and lid 17.7B Providing and fixing wash basin with C.I. Each 4 1550.6 6202.4 brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and 58 making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. 17.8 Providing and fixing white vitreous china Each 4 1683.35 6733.4 59 pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with Each 10 349.15 3491.5 flexible tube upto 1 metre long with S.S. 60 triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. Providing and fixing P.V.C. waste pipe for sink 17.28 or wash basin including P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 61 17.28.1.1 32 mm dia Each 6 103.9 623.4 17.30 Providing and fixing in position 25 mm diameter Each 6 55.65 333.9 62 mosquito proof coupling of approved municipal design. 17.31 Providing and fixing 600x450 mm bevelled Each 4 1607.95 6431.8 edge mirror of superior glass (of approved 63 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 17.34 Providing and fixing toilet paper holder : 64 17.34.1 C.P. brass Each 6 803.7 4822.2 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 65 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 4 1151.9 4607.6 Providing and filling the joints with spun yarn, 17.36 cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 66 17.36.2 100 mm dia pipe Each 4 198.15 792.6 Providing and fixing bend of required degree 17.38 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 67 17.38.1.1 Sand cast iron S&S as per IS - 1729 Each 3 598.5 1795.5 Providing and fixing plain bend of required 17.39 degree. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 17.39.1 100 mm dia 68 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 3 470.45 1411.35 Providing and fixing double equal junction of required degree with access door, insertion 17.41 rubber washer 3 mm thick, bolts and nuts complete : 17.41.1 100x100x100x100 mm 69 17.41.1.1 Sand cast iron S&S as per IS - 1729 Each 3 1138.65 3415.95 Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 17.61 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 70 17.61.1 100 mm dia Metre 8 713.2 5705.6 17.71 Providing and fixing PTMT liquid soap container Each 14 168.35 2356.9 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with 71 bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP 17.73 brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length of 645 Each 14 708.95 9925.3 72 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 17.74 Providing and fixing PTMT shelf 440 mm long, Each 20 713.2 14264 124 mm width and 36 mm height of approved 73 quality and colour, weighing not less than 300 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, and all CPVC plain & brass threaded fittings, including fixing the 18.7 pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 74 18.7.2 20 mm nominal dia Pipes Metre 40 335 13400 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one 18.8 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 walls etc. 75 18.8.2 20 mm nominal dia Pipes Metre 70 537.6 37632 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes 18.9 jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 76 18.9.4 32 mm nominal dia Pipes Metre 130 438.6 57018 18.15S BRASS FITTINGS Providing and fixing brass bib cock of approved 18.15 quality : 77 18.15.1 15 mm nominal bore Each 20 353.25 7065 Providing and fixing brass stop cock of 18.16 approved quality : 78 18.16.1 15 mm nominal bore Each 2 353.25 706.5 Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 79 18.17.3 40 mm nominal bore Each 4 826.1 3304.4 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 80 18.18.2 20 mm nominal bore Each 2 462.5 925 Providing and fixing C.P. brass shower rose with 18.22 15 or 20 mm inlet 81 18.22.2 150 mm diameter Each 5 222.35 1111.75 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 10000 11 110000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 82 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 angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 83 18.53.1 15mm nominal bore Each 14 574.3 8040.2 18.53A Providing and fixing C.P. Brass extension nipple Each 10 74.8 748 84 (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, weighing Each 10 125.6 1256 85 not less than 88 gms Providing and fixing PTMT grating of approved 18.58 quality and colour. 18.58.1 Circular type 86 18.58.1.1 100 mm nominal dia Each 14 37.6 526.4 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement 19.1 mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 87 19.1.2 150 mm diameter Metre 20 695.8 13916 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with 19.6 stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 88 19.6.2 150 mm dia. R.C.C. pipe Metre 100 556.45 55645 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 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 19.7 nominal 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 concrete1:2:4 (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 (medium duty) 19.7.2 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S. (non modular) Each 6 26405.5 158433 89 bricks of class designation 7.5 19.8 Extra for depth for manholes : 19.8.2 Size 120x90 cm 19.8.2.1 With common burnt clay F.P.S. (non modular) Metre 5 10585.5 52927.5 90 bricks of class designation 7.5 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with 21.1 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or Kg 200 495.05 99010 91 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or Kg 200 598.6 119720 92 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in 21.2 aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 21.2.1 Pre-laminated particle board with decorative Sqm 35 1139.3 39875.5 93 lamination on one side and balancing lamination on other side Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 35 1176.8 41188 94 (weight not less than 10kg/sqm) 22.0 WATER PROOFING 22.1S General 22.6 Providing and laying water proofing treatment Sqm 328 688.9 225959.2 on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement 95 @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 96 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 450 9844.65 4430092.5 Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D 26.71 waste from approved manufacturer in superstructure above plinth level up to floor V level: 97 26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 120 1099.15 131898 Total 19347696.85

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