Indian Institute Of Technology-IITB has published Construction Of New Toilet Blocks On Both Sides Of Block F After Demolishing Of Existing Toilet Blocks Including Repairing Of Damaged Structure And Modification Of Railing At Hall Iv. Submission Date for this Tender is 16-04-2021. Toilet Bathroom Tenders in IIT KANPUR Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of new toilet block F both side after demolishing of existing toilet block including repairing of damaged structure and modification of railing at Hall-IV | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | EARTH WORK | |||
| 2 | 1.01 | 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 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. | |||
| 3 | 1.02 | All kinds of soil. | 2.5 | cum | |
| 4 | 1.03 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and 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 : | |||
| 5 | 1.04 | All kinds of soil | |||
| 6 | 1.05 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 12 | metre | |
| 7 | 1.06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 23 | cum | |
| 8 | 1.07 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | |||
| 9 | 1.08 | All kinds of soil | 550 | sqm | |
| 10 | 2 | CONCRETE WORK | |||
| 11 | 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 12 | 2.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 6.48 | cum | |
| 13 | 2.03 | Providing and laying cement concrete in retaining\r walls, return walls, walls (any thickness) including\r attached pilasters, columns, piers, abutments,\r pillars, posts, struts, buttresses, string or lacing\r courses, parapets, coping, bed blocks, anchor\r blocks, plain window sills, fillets, sunken floor\r etc., up to floor five level, excluding the cost of\r centering, shuttering and finishing : | |||
| 14 | 2.04 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.95 | cum | |
| 15 | 2.05 | Providing and laying damp-proof course 40mm\r thick with cement concrete 1:2:4 (1 cement : 2\r coarse sand derived from natural sources): 4\r graded stone aggregate 12.5mm nominal\r size derived from natural sources) | 21 | sqm | |
| 16 | 2.06 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | 2 | per 50kg cement | |
| 17 | 2.07 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 21 | sqm | |
| 18 | 2.08 | Making plinth protection 50mm thick of cement\r concrete 1:3:6 (1 cement : 3 coarse sand derived\r from natural sources : 6 graded stone aggregate\r 20 mm nominal size derived from natural\r sources) over 75mm thick bed of dry brick ballast\r 40 mm nominal size, well rammed and\r consolidated and grouted with fine sand, including\r necessary excavation, levelling & dressing &\r finishing the top smooth. | 20.71 | sqm | |
| 19 | 3 | REINFORCED CEMENT CONCRETE | |||
| 20 | 3.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement | |||
| 21 | 3.02 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 13 | cum | |
| 22 | 3.03 | Centering and shuttering including strutting, propping etc. and removal of form for | |||
| 23 | 3.04 | Stairs, (excluding landings) except spiral-staircases | 6 | sqm | |
| 24 | 3.05 | Edges of slabs and breaks in floors and walls | |||
| 25 | 3.06 | Under 20 cm wide | 316 | metre | |
| 26 | 3.07 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). | |||
| 27 | 3.08 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | 35 | sqm | |
| 28 | 3.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||
| 29 | 3.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2950 | kg | |
| 30 | 3.11 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | 350 | metre | |
| 31 | 4 | MASONRY WORK | |||
| 32 | 4.01 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | |||
| 33 | 4.02 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | 1 | cum | |
| 34 | 4.03 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | |||
| 35 | 4.04 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 16.72 | cum | |
| 36 | 4.05 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. | 8.5 | sqm | |
| 37 | 4.06 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. | |||
| 38 | 4.07 | Cement mortar 1:4 (1 cement :4 coarse sand) | 39 | sqm | |
| 39 | 4.08 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) | |||
| 40 | 4.09 | Above plinth level upto floor V level | 28.13 | cum | |
| 41 | 4.1 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). | 24.5 | metre | |
| 42 | 5 | CLADDING WORK | |||
| 43 | 5.01 | 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 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. | |||
| 44 | 5.02 | Granite of any colour and shade | |||
| 45 | 5.03 | Area of slab over 0.50 sqm | 11 | sqm | |
| 46 | 5.04 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | |||
| 47 | 5.05 | Marble work | 75 | metre | |
| 48 | 5.06 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. | 12 | each | |
| 49 | 5.07 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. | 220 | sqm | |
| 50 | 5.08 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. | |||
| 51 | 5.09 | Wedge expansion type | |||
| 52 | 5.1 | Fastener with threaded dia 12 mm | 120 | each | |
| 53 | 5.11 | Providing and fixing Ist quality ceramic 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 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. | 212 | sqm | |
| 54 | 6 | WOOD AND PVC WORK | |||
| 55 | 6.01 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | |||
| 56 | 6.02 | Second class teak wood | 0.05 | cum | |
| 57 | 6.03 | 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 wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | |||
| 58 | 6.04 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 14 | sqm | |
| 59 | 6.05 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | 3 | sqm | |
| 60 | 6.06 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : | |||
| 61 | 6.07 | 35 mm thick shutters | |||
| 62 | 6.08 | with ISI marked M.S. pressed butt hinges bright finished of required size | |||
| 63 | 6.09 | Second class teak wood | 2 | sqm | |
| 64 | 6.1 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : | |||
| 65 | 6.11 | 20 mm dia (heavy type) | 15 | metre | |
| 66 | 6.12 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | |||
| 67 | 6.13 | Fixed to steel windows by welding | 1000 | kg | |
| 68 | 6.14 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : | |||
| 69 | 6.15 | 300x16 mm | 12 | each | |
| 70 | 6.16 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : | |||
| 71 | 6.17 | 200x10 mm | 12 | each | |
| 72 | 6.18 | 150x10 mm | 12 | each | |
| 73 | 6.19 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : | |||
| 74 | 6.2 | 125 mm | 12 | each | |
| 75 | 6.21 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : | |||
| 76 | 6.22 | 150x10 mm | 12 | each | |
| 77 | 6.23 | 100x10 mm | 12 | each | |
| 78 | 6.24 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : | |||
| 79 | 6.25 | 100 mm | 46 | each | |
| 80 | 6.26 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | |||
| 81 | 6.27 | Twin rubber stopper | 54 | each | |
| 82 | 6.28 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge | |||
| 83 | 6.29 | Extruded section profile size 48x40 mm | 69 | metre | |
| 84 | 6.3 | Providing and fixing to existing door frames. | |||
| 85 | 6.31 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | 23 | sqm | |
| 86 | 7 | STEEL WORK | |||
| 87 | 7.01 | 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. | 200 | kg | |
| 88 | 7.02 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). | |||
| 89 | 7.03 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 50 | kg | |
| 90 | 7.04 | 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 etc. as required. | |||
| 91 | 7.05 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | 600 | kg | |
| 92 | 7.06 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. | |||
| 93 | 7.07 | M.S. tube | 490 | kg | |
| 94 | 7.08 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : | |||
| 95 | 7.09 | 4.0 mm thick glass panes | 8 | sqm | |
| 96 | 8 | FLOORING | |||
| 97 | 8.01 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | |||
| 98 | 8.02 | 40 mm thick with 20 mm nominal size stone aggregate | 5 | sqm | |
| 99 | 8.03 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. | |||
| 100 | 8.04 | 18 mm thick | 2 | sqm | |
| 101 | 8.05 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 1.5 | cum | |
| 102 | 8.06 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. | |||
| 103 | 8.07 | 40 mm wide and 4 mm thick | 30 | metre | |
| 104 | 8.08 | Kota stone slab flooring over 20 mm (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 (1 cement : 4 coarse sand) : | |||
| 105 | 8.09 | 25 mm thick | 175 | sqm | |
| 106 | 8.1 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 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. | 45 | sqm | |
| 107 | 8.11 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. | 20 | sqm | |
| 108 | 8.12 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | 95 | sqm | |
| 109 | 9 | ROOFING | |||
| 110 | 9.01 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: | |||
| 111 | 9.02 | With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 | 4 | sqm | |
| 112 | 9.03 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : | |||
| 113 | 9.04 | In 75x75 mm deep chase | 12 | metre | |
| 114 | 9.05 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | 6 | each | |
| 115 | 10 | FINISHING | |||
| 116 | 10.01 | 12 mm cement plaster of mix : | |||
| 117 | 10.02 | 1:6 (1 cement: 6 coarse sand) | 185 | sqm | |
| 118 | 10.03 | 15 mm cement plaster on rough side of single or half brick wall of mix: | |||
| 119 | 10.04 | 1:6 (1 cement: 6 coarse sand) | 500 | sqm | |
| 120 | 10.05 | 20 mm cement plaster of mix : | |||
| 121 | 10.06 | 1:6 (1 cement: 6 coarse sand) | 55 | sqm | |
| 122 | 10.07 | 6 mm cement plaster of mix : | |||
| 123 | 10.08 | 1:3 (1 cement : 3 fine sand) | 105 | sqm | |
| 124 | 10.09 | Neat cement punning. | 65 | sqm | |
| 125 | 10.1 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): | |||
| 126 | 10.11 | Flush / Ruled/ Struck or weathered pointing | 144 | sqm | |
| 127 | 10.12 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. | |||
| 128 | 10.13 | Two or more coats on new work | 150 | sqm | |
| 129 | 10.14 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: | |||
| 130 | 10.15 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 900 | sqm | |
| 131 | 10.16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | |||
| 132 | 10.17 | Two or more coats on new work | 160 | sqm | |
| 133 | 10.18 | Lettering with black Japan paint of approved brand and manufacture | 50 | per letter per cm height | |
| 134 | 10.19 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 150 | sqm | |
| 135 | 10.2 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. | |||
| 136 | 10.21 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | 10 | sqm | |
| 137 | 10.22 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 50 | sqm | |
| 138 | 10.23 | Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : | |||
| 139 | 10.24 | 100 mm diameter pipes | 150 | metre | |
| 140 | 10.25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | |||
| 141 | 10.26 | One or more coats on old work | 70 | sqm | |
| 142 | 11 | REPAIRS TO BUILDING | |||
| 143 | 11.01 | Renewing glass panes and refixing existing wooden fillets: | |||
| 144 | 11.02 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | 20 | sqm | |
| 145 | 11.03 | Renewal of old putty of glass panes (length) | 50 | metre | |
| 146 | 11.04 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | 12 | each | |
| 147 | 11.05 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. | 175 | metre | |
| 148 | 12 | DISMANTLING AND DEMOLISHING | |||
| 149 | 12.01 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | 14 | cum | |
| 150 | 12.02 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||
| 151 | 12.03 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 22 | cum | |
| 152 | 12.04 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 27 | cum | |
| 153 | 12.05 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 10 | sqm | |
| 154 | 12.06 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | |||
| 155 | 12.07 | In cement mortar | 80 | cum | |
| 156 | 12.08 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): | |||
| 157 | 12.09 | From brick work in cement mortar | 20000 | 1000 Nos | |
| 158 | 12.1 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | |||
| 159 | 12.11 | Of area 3 sq. metres and below | 36 | each | |
| 160 | 12.12 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : | |||
| 161 | 12.13 | Of area 3 sq. metres and below | 6 | each | |
| 162 | 12.14 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 300 | kg | |
| 163 | 12.15 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | |||
| 164 | 12.16 | For thickness of tiles 10 mm to 25 mm | 60 | sqm | |
| 165 | 12.17 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 40 | sqm | |
| 166 | 12.18 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | 18 | each | |
| 167 | 12.19 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 500 | sqm | |
| 168 | 12.2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 125 | cum | |
| 169 | 13 | SANITARY INSTALLATIONS | |||
| 170 | 13.01 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : | |||
| 171 | 13.02 | Orissa pattern W.C. pan of size 580x440 mm | 6 | each | |
| 172 | 13.03 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | 3 | each | |
| 173 | 13.04 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | 3 | each | |
| 174 | 13.05 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : | |||
| 175 | 13.06 | White solid plastic seat with lid | 3 | each | |
| 176 | 13.07 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | 12 | each | |
| 177 | 13.08 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | |||
| 178 | 13.09 | Semi rigid pipe | |||
| 179 | 13.1 | 32 mm dia | 6 | each | |
| 180 | 13.11 | Providing and fixing toilet paper holder : | |||
| 181 | 13.12 | C.P. brass | 6 | each | |
| 182 | 13.13 | Providing and fixing soil, waste and vent pipes : | |||
| 183 | 13.14 | 100 mm dia | |||
| 184 | 13.15 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | 160 | metre | |
| 185 | 13.16 | 75 mm diameter : | |||
| 186 | 13.17 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | 7 | metre | |
| 187 | 13.18 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : | |||
| 188 | 13.19 | For 100 mm dia pipe | 24 | each | |
| 189 | 13.2 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. | |||
| 190 | 13.21 | 100 mm dia | |||
| 191 | 13.22 | Sand cast iron S&S as per IS - 3989 | 6 | each | |
| 192 | 13.23 | Providing and fixing plain bend of required degree. | |||
| 193 | 13.24 | 100 mm dia | |||
| 194 | 13.25 | Sand cast iron S&S as per IS : 3989 | 10 | each | |
| 195 | 13.26 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. | |||
| 196 | 13.27 | 100x100x100 mm | |||
| 197 | 13.28 | Sand cast iron S&S as per IS - 3989 | 12 | each | |
| 198 | 13.29 | Providing and fixing single equal plain junction of required degree : | |||
| 199 | 13.3 | 100x100x100 mm | |||
| 200 | 13.31 | Sand cast iron S&S as per IS - 3989 | 30 | each | |
| 201 | 13.32 | Providing and fixing terminal guard : | |||
| 202 | 13.33 | 100 mm | |||
| 203 | 13.34 | Sand cast iron S&S as per IS - 3989 | 8 | each | |
| 204 | 13.35 | Providing and fixing collar : | |||
| 205 | 13.36 | 100 mm | |||
| 206 | 13.37 | Sand cast iron S&S as per IS - 3989 | 52 | each | |
| 207 | 13.38 | 75 mm | |||
| 208 | 13.39 | Sand cast iron S&S as per IS - 3989 | 6 | each | |
| 209 | 13.4 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : | |||
| 210 | 13.41 | 100 mm | 221 | each | |
| 211 | 13.42 | 75 mm | 15 | each | |
| 212 | 13.43 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : | |||
| 213 | 13.44 | 100 mm inlet and 100 mm outlet | |||
| 214 | 13.45 | Sand cast iron S&S as per IS: 3989 | 29 | each | |
| 215 | 13.46 | 100 mm inlet and 75 mm outlet | |||
| 216 | 13.47 | Sand cast iron S&S as per IS - 3989 | 6 | each | |
| 217 | 13.48 | 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 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) : | |||
| 218 | 13.49 | 50 mm dia | 15 | metre | |
| 219 | 14 | WATER SUPPLY | |||
| 220 | 14.01 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall | |||
| 221 | 14.02 | 15 mm dia nominal bore | 10 | metre | |
| 222 | 14.03 | 20 mm dia nominal bore | 30 | metre | |
| 223 | 14.04 | 25 mm dia nominal bore | 65 | metre | |
| 224 | 14.05 | 32 mm dia nominal bore | 53 | metre | |
| 225 | 14.06 | 40 mm dia nominal bore | 51 | metre | |
| 226 | 14.07 | 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 : | |||
| 227 | 14.08 | 15 mm dia nominal bore | 79 | metre | |
| 228 | 14.09 | 20 mm dia nominal bore | 110 | metre | |
| 229 | 14.1 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | |||
| 230 | 14.11 | 25 mm dia nominal bore | 5 | metre | |
| 231 | 14.12 | 32 mm dia nominal bore | 14 | metre | |
| 232 | 14.13 | 40 mm dia nominal bore | 8 | metre | |
| 233 | 14.14 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : | |||
| 234 | 14.15 | 25 to 40 mm nominal bore | 2 | each | |
| 235 | 14.16 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | |||
| 236 | 14.17 | 25 mm nominal bore | 10 | each | |
| 237 | 14.18 | 20 mm nominal bore | 2 | each | |
| 238 | 14.19 | 32 mm nominal bore. | 4 | each | |
| 239 | 14.2 | 40 mm nominal bore | 4 | each | |
| 240 | 14.21 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | |||
| 241 | 14.22 | 15 mm nominal bore | 2 | each | |
| 242 | 14.23 | Providing and fixing uplasticised PVC connection pipe with brass unions : | |||
| 243 | 14.24 | 30 cm length | |||
| 244 | 14.25 | 15 mm nominal bore | 24 | each | |
| 245 | 14.26 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : | |||
| 246 | 14.27 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 2 | each | |
| 247 | 14.28 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : | |||
| 248 | 14.29 | 15 mm diameter pipe | 10 | metre | |
| 249 | 14.3 | 20 mm diameter pipe | 30 | metre | |
| 250 | 14.31 | 25 mm diameter pipe | 65 | metre | |
| 251 | 14.32 | 32 mm diameter pipe | 53 | metre | |
| 252 | 14.33 | 40 mm diameter pipe | 51 | metre | |
| 253 | 14.34 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : | |||
| 254 | 14.35 | 15 mm nominal bore | 4 | each | |
| 255 | 14.36 | 20 mm nominal bore | 4 | each | |
| 256 | 14.37 | 25 mm nominal bore | 14 | each | |
| 257 | 14.38 | 32 mm nominal bore | 10 | each | |
| 258 | 14.39 | 40 mm nominal bore | 6 | each | |
| 259 | 14.4 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 3000 | per litre | |
| 260 | 14.41 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | |||
| 261 | 14.42 | 15 mm nominal bore | 9 | each | |
| 262 | 14.43 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. | |||
| 263 | 14.44 | 15 mm nominal bore | 24 | each | |
| 264 | 14.45 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | |||
| 265 | 14.46 | 15 mm nominal bore | 18 | each | |
| 266 | 14.47 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 | |||
| 267 | 14.48 | 15mm nominal bore | 28 | each | |
| 268 | 14.49 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | 52 | each | |
| 269 | 15 | DRAINAGE | |||
| 270 | 15.01 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | |||
| 271 | 15.02 | 150 mm diameter | 5 | metre | |
| 272 | 15.03 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : | |||
| 273 | 15.04 | 150 mm diameter S.W. pipe | 5 | metre | |
| 274 | 15.05 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm 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: | |||
| 275 | 15.06 | 150 x 100 mm size P type | |||
| 276 | 15.07 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | each | |
| 277 | 15.08 | 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 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 : | |||
| 278 | 15.09 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | |||
| 279 | 15.1 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | each | |
| 280 | 15.11 | Extra for depth for manholes : | |||
| 281 | 15.12 | Size 90x80 cm | |||
| 282 | 15.13 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | metre | |
| 283 | 15.14 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. | 52 | each | |
| 284 | 15.15 | 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 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 : | |||
| 285 | 15.16 | For pipes 100 to 250 mm diameter | 2 | each | |
| 286 | 16 | WATER PROOFING | |||
| 287 | 16.01 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | 93 | sqm | |
| 288 | 16.02 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : | |||
| 289 | 16.03 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 44 | sqm | |
| 290 | 16.04 | Grading roof for water proofing treatment with | |||
| 291 | 16.05 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 1.5 | cum | |
| 292 | 17 | NEW TECHNOLOGIES AND MATERIALS | |||
| 293 | 17.01 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. | |||
| 294 | 17.02 | 25 mm average thickness in 2 layers. | 15 | sqm | |
| 295 | 17.03 | 50 mm average thickness in 3 layers. | 130 | sqm | |
| 296 | 18 | MINOR CIVIL MAINTENANCE WORK.\r\n | |||
| 297 | 18.01 | Providing and laying cement concrete of specified grade i/c the cost of centring and shuttering, All work upto plinth level. (1 cement :5 coarse sand : 10 graded brick aggregate 40 mm nominal size).\r\n\r\n\r\n | 7.5 | Each | |
| 298 | 18.02 | Providing and fixing C.P brass swan neck pillar cock of L&K or equivalent make.\r\n\r\n | 12 | Each | |
| 299 | 18.03 | P/F C.P. grating with or without hole for waste pipe for floor/ nahani trap 100 mm dia. weight not less than 100 grams.\n\r\n\r\n | 30 | Each | |
| 300 | 18.04 | Providing and fixing aluminium door sea 3 feet long with screws etc.\r\n | 54 | Each | |
| 301 | 18.05 | Providing and fixing SS wire mess to using of average width of aperture 1.4 mm with wire of dia 0.63 mm grade 304.\r\n | 3 | Sqm | |
| 302 | 18.06 | P/F C. P. brass shower rose with 15 mm or 20 inlet 75 mm dia fancy type.\r\n | 9 | Each | |
| 303 | 18.07 | Providing and fixing white vitreous china oval type wash basin of size 550 x 480 with 15mm C.P brass pillar tap, 32mm C.P brass waste of standard patern.\r\n\r\n\r\n\r\n | 12 | Each | |
| 304 | 18.08 | Providing and fixing C.P coat pin hanger.\r\n\r\n\r\n\r\n | 9 | Each | |
| 305 | 18.09 | Providing and fixing C.P soap dish.\r\n\r\n | 12 | Each | |
| 306 | 18.1 | Providing and fixing looking mirror of 5.5 mm thick superior glass of approved quality complete with 12 mm thick of water type ply wood sheet ground 40 mm widex 12 mm thick 1st class teak wood beading frame of half round fixed to wooden cleats with C.P brass scerw and washer complete. teak wood beading finished with sprits polishing copmplete.\r\n\r\n\r\n | 5 | Sqm | |
| 307 | 18.11 | P/F C.P Brass flange.\r\n\r\n\r\n | 35 | Each | |
| 308 | 18.12 | P/F towel rod complete with teo c.p. brass brackets fixed to wooden cleats with c.p. brass scews of approved make size 600x20mm.\r\n | 12 | Each | |
| 309 | 18.13 | Dismentling broken wash basin /kitchen sink with old worn out bracket and cleaning of waste water pipe up to trap.\r\n\r\n\r\n\r\n | 18 | Each | |
| 310 | 18.14 | Dismantling of C.I pipe with fittings and clamps i/c disposal of unserviceable material up to 50 mtr. lead and upto 150 mm dia. pipe.\r\n\r\n\r\n\r\n | 213 | Mtr | |
| 311 | 18.15 | Providing and fixing c.p. brassMetro pole flush valve concealed body of (Jaguar make) code no1093 SQ\r\n40 mm nominal bor\r\n\r\n | 9 | Each | |
| 312 | 18.16 | Providing and fixing chicken mess in plaster.\r\n\r\n | 40 | Each | |
| 313 | 18.17 | Cutting rubbing and polishing on old mosaic,kota,marble flooring marble work/Granite work/stone work where ever required and skirting for rubbing and removal of rubbish including of one coat of cement slurry in joints before final rubbing and polishing complete.\n\r\n | 20 | Sqm | |
| 314 | 18.18 | Providing and fixing C.P.waste 32 mm dia for wash basin/Sink.\r\n | 9 | Each | |
| 315 | 18.19 | " Placing on terrace old availabe (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.\t\t\r\nCircular tank\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\r\n | 1000 | Per litre | |
| 316 | 18.2 | Fixing of old available oval type wash basin of size 550x480 mm with C.P. waste etc. complete.\r\n\r\n | 5 | each | |
| 317 | 18.21 | Brick work with old available brick of class desigantion 75 in foundation and plinth with C.M 1:6.\r\n\r\n\r\n | 8 | cum | |
| 318 | 18.22 | Providing and laying in position C.C of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size) with available brick bats. \r\n\r\n\r\n\r\n | 6 | cum | |
| 319 | 18.23 | Brick work with available FPS bricks of class designation 75 in superstructure above plinth level upto floor five level in all shape and size in:\rCement mortar 1:6 ( 1 cement : 6 coarse sand)\r\n\r\n\r\n | 30 | cum | |
| 320 | 18.24 | Deduct for issued old M.S. pipe 40mm dia for railing.\r\n\r\n\r\n | 650 | kg |
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