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Tender For Mau Vasak Sabdah Grah Construction Work Of Crematorium In Village Mau Basak - 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 :As per D.S.R 2.8.1 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per D.S.R 4.1.8 3 Brick Work with common burnt clay F.P.S (non modular) brick of class designation 7.5 in foundation and plint in : Cement mortar 1:6 (1 cement : 6 coarse sand) As per D.S.R 6.1.2 4 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)D.S.R 5.1.3 5 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 :As per D.S.R 2.8.1 6 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).As per D.S.R 5.3 7 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)D.S.R 5.1.3 8 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 Cement mortar 1:4 (1 cement : 4 coarse sand) : D.S.R 6.4.1 9 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).As per D.S.R 5.3 10 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D ormore.D.S.R 5.22.6 11 12 mm cement plaster of mix 1:4 (1 cement: 6 course sand)D.S.R 13.4.1 12 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)D.S.R 5.1.3 13 Finishing walls with water proofing cement paint of required shade 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm 14 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of requiredNew work (two or more coats) over and including wate thinnable priming coat with cement primer having VOC content less than 50 gram/litre sqm D.S.R 13.41.1 15 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.DSR 11.2 16 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): Flush / Ruled/ Struck or weathered pointing DSR 13.31.1 17 Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30 mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for proper completion of work as directed by engineer-in charge.as per NEW ITEM NO.1 18 Supply of Informatory M.S. Sign. Board Size 1200x900mm made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm. frame by flat iron 40x5mm. on all four sides along with two vertical post of 2150mm. long from bottom to frame of angle iron 40x40x5 mm. with 150mm. horizontal hold fast at bottom braced with 40x5mm. flat iron 1980mm. long electrically welded and painted with one coat of redoxide primer.Rates Sanction SE/RED RS. 4200/-+writting and fixing
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