Tender For Maintenance And Upkeep, construction Of Kiosk, Tile Work And Other Allied Works At Public Convenience Challan, Billawar. 1 Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge All kinds of soil : 2 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: All kinds of soil : 25 meter beyond 1 m from cutting edge 3 Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. 4 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 5 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 6 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 7 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 8 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 9 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strutsupto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. 11 Centring and shuttering including strutting propping etc and removal of form work 12 Foundations, footings, bases of columns etc. for mass concrete 13 Suspended floors, roofs, landing, balconies and access platforms. 14 Lintel, beams, plinth beams, girders, bressumers and cantilevers. 15 Edge of slabs and break in floors and walls Under 20 cms wide. 16 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 17 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 18 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete: 19 Brick work with F.P.S. bricks of class designation 75in foundation and plinthincluding all shapes,leads, lifts and carriage of material by MT / H.L. in cement mortar 1:6 ( 1 cement : 6 coarse sand) 20 Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five leve 21 Providing and fixing in position collapsible steel shutters with verticalchannels 20x10x2mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steelpulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer 22 Providing and laying vitrified floor tiles in different sizes (thickness tobe 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 on 20mm thick cement mortar 1:4 (1cement :4 coarse sand)including grouting the joints with white cement and matching pigmentsetc. complete Size of tile 600x600 mm 23 Providing and laying Vitrified tiles in floor with different sizes(thickness to be specified by the manufacturer), with water absorptionless than 0.08% and conforming to IS: 15622, of approved brand andmanufacturer, in all colours and shades, laid with cement based highpolymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting of joints (Paymentfor grouting of joints to be made separately). Size of tile 600x600 mm 24 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggreagate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 25 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. In 75x75 mm deep chase 26 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. 27 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)incl. alllifts, carriage of material by MT/HL. 28 15mm Cement plaster on the rough side of single or half brick wall ofmix: 1 : 6 ( 1 cement : 6 fine sand) 29 20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 30 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. 31 Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface. 32 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 33 Finishing walls with textured exterior paint of required shade on Newwork (two or more coats applied @ 3.28 liter/10sqm) over and includingbase coat of exterior primer applied @ 2.20kg/10sqm 34 Providing and fixing electic points complete in all respect as per necessary as site 35 carriages of materials by mechinical transport incl. loading, unloading and stacking complete. 36 Sand for an lead of 15kms. 37 stone agg below 40 mm nominal size for an lead of 30 kms 38 stone agg above 40 mm nominal size for an lead of 30 kms
