Major Repair of Toilets at scheme:- samagra shikshaBlok :- ganastan Halqa:- Odina-B - 15mm Cement plaster on the rough side of single or half brick wall ofmix:13.2.1 1 : 4 ( 1 cement : 4 fine sand) 2 Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete.2 mm thick 3 providing and laying vitrified floor/wall 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. complete11.52.1 Size of tile 500x500 mm 4 Dismantling W.C. Pan of all sizes including disposal of dismantledmaterials i/c malba all complete as per directions of Engineer-in-Charge. 5 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with 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.18.1.2 White vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 6 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantledpipes (within 50 metres lead) as per direction of Engineer-in-Charge.(a) Internal Work- Exposed on wall 7 Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 meters lead :15.12.1 Of area of 3 sqm. and below 8 Providing and fixing aluminum 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, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides withrequired EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum 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.) 22.1.1 For fixed portion22.1.1.2 Powder coated aluminum (minimum thickness of powdercoated 50 microns) 9 Providing and fixing aluminum workFor shutters of doors, windows & ventilators includingproviding and fixing hinges / pivots and making provision for fixing offittings wherever required including the cost of EPDM rubber / neoprenegasket required (Fittings shall be paid for separately.)22.1.2.2 Powder coated aluminum (minimum thickness of powdercoated 50 microns) 10 Filling the gap in between aluminum frame and adjacentRCC/Brick/Stone work by providing weather silicon sealant over backerrod of approved quality as per architectural drawings and direction ofEngineer-in-charge complete.22.8.1 Upto 5mm depth and 5mm width 11 Providing and fixing soil, waste and vent pipes :18.35.1 100 mm dia.18.35.1.1 Sand cast iron S and S pipe as per IS:1729 12 Providing and fixing soil, waste and vent pipes :18.35.2 75 mm diameter.18.35.2.1 Sand cast iron S and S pipe as per IS:1729 13 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mmhigh and 112 mm distance from wall of standard shape with brackets ofthe same materials with snap fittings of approved quality and colour,weighing not less than 105 gms. 14 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge.19.2.2 Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etc.19.2.2.1 PN-16 pipe, 16mm OD(SDR-7.4) 15 Providing and fixing 15 mm nominal bore C.P. brass long nose bib cockof approved quality conforming to IS standards and weighing not lessthan 810 gms. 16 Providing and fixing 15 mm nominal bore C.P. brass angle valve forbasin mixer and geyser points of approved make conforming to IS : 8931 17 Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 18 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: All kinds of soil : 19 providing and laying stone soiling including ramming watering complete job 20 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:4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 21 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 22 Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 23 FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for:5.9.3 Suspended floors, roofs, landings, balconies and access platforms. 24 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 25 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :6.1.5 Cement mortar 1:6 ( 1 cement : 6 coarse sand) 26 CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix:13.1.1 1 : 4 ( 1 cement : 4 fine sand) 27 Add provision for sanitary fittings lumsump will be paid as per actual 28 Provision for Cost of Sign Board and Photographs, Cont.Amut
