Tender For Development Of Cafe At Lamang, Arunachal Pradesh; 1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. Ordinary rock. cum 22.5 265.35 5970.38 2. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each layer by ramming and watering, lead up to 50m and lift upto 1.5m cum 23.545 295.25 6951.66 3. Supplying chemical emulsion in sealed containers including delivery as specified (a) Chlorpyriphos Emulsifiable concentrate 20% @ 1.0 ltr per sqm of covered area ltr 112.717 242.65 27350.78 4. Stone soling under floors including watering, ramming consolidating and dressing complete: upto 5 km cum 8.737 1862.41 16271.88 CONCRETE WORK 1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering in footings and bases of columns (All work upto plinth level). 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) cum 9.035 7658.5 1 69194.64 2. Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4graded stone aggregate 20 mm nominal size.) Sqm 6.9 409.54 2825.83 3. Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Sqm 26.55 762.35 20240.39 R.C.C Work 1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. 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) cum 6.029 8956.49 53998.68 2 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 : 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) All work from plinth level upto floor roof lvl (a) Walls, columns, pillars, posts and struts Cum 7.274 12658.23 92075.97 (b) Beams, plinth beams, girders, bressumers, cantilevers, suspended floors lintels roofs and staircases including spiral staircases, shelves etc. (refer beam column measurements) Cum 10.157 13210.58 134179.86 FORMWORK 1. Centering and shuttering including strutting, propping etc. and removal of form for: Sqm 107.55 568.55 61147.55 2. Foundations, footings, bases of columns, etc. for mass concrete. sqm 14.4 345.65 4977.36 3. Suspended floors, roofs, landings, balconies, shelves and access platform. sqm 34.56 866.54 29947.62 4. Lintels, beams, plinth beams, girders, bressummers and cantilevers. Sqm 101.84 4 756.25 77019.53 5. Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 106.70 4 965.21 102991.77 6. Ramps Sqm 124.25 768.41 95474.94 7. Walls Sqm 156.32 768.52 120135.05 STEEL REINFORCEMENT 1. Reinforcement of RCC work including straightening, cutting, bending, placing in position and binding all complete. Cold Twisted Bars Kg 2,617.95 95 248705.54 BRICK WORK 1. 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 evel in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) cum 14.642 11258.65 164849.15 FLOORING 1. 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. 40 mm thick with 20 mm nominal size stone Sqm 68.72 645 44324.40 FINISHING 1. 12 mm thk cement plaster 1: 4 (1 cement : 4 coarse sand) on walls. sqm 84.05 386.25 32464.31 2. 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement :4 coarse sand) sqm 94.89 456.28 43296.41 3. 6 mm thick cement plaster (1 cement : 3 fine sand) to ceiling. sqm 136.26 395.56 53899.01 4. Providing and applying white cement based putty of avg thickness 1.0 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete sqm 220.31 189.62 41775.18 5. White washing with lime to give an even shade. sqm 220.54 108.54 23937.41 6. New work (three or more coats) sqm 315.2 52.35 16500.72 7. Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade sqm 315.2 121.2 38202.24 8. Applying one coat of cement primer approved brand and manufacturer on wall surface : sqm 315.2 104.53 32947.86 WOOD WORK 1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : Kiln seasoned and chemically treated hollow wood Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. Cum 0.286 90245.6 25810.24 2. Kiln seasoned and chemically treated hollock wood Wooden Partion of 75 mm thk provided internally Cum 4.765 75625.54 360355.70 3. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part-I) nondecorative 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: 35 mm thick including ISI Marked Stainless Sqm 36.48 2613.52 95341.21 4. 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: (a) 125 mm Nos 36 76.52 2754.72 5. Providing and fixing aluminum 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. Twin rubber stopper. Nos 9 78.66 707.94 6. Providing and fixing aluminum 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. (a) 250x10 mm Nos 54 156.21 8435.34 7. Providing and fixing MS grills of required pattern in frames of windows etc. with MS Flats, square or round bars etc.including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 898.336 210 188650.56 STEEL WORK & ROOFING 1. Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. Hot finished welded type tubes Kg 1,243.41 198.65 247004.19 2. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ Sqm 184.265 825.67 152142.08 3. Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : (a) Ridges plain (500 - 600mm) Mtr 29.154 523.43 15260.08 (b) Gutter (600 mm over all girth) Mtr 45.98 1452.32 66777.67 4. Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm false ceiling Sqm 61.158 786.28 48087.31 5. Weight to be carried by head load from to work site. MT 35.38 20000 707600.00 .... more in document
