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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ means over areas (exceeding 30 cm in depth, 1.5 min width as well as 10 sqm on plan) including getting out and disposal of excavated earthlead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | 1:4:8 (1 cement: 4 coarse sand (zone-III) derived from natural sources:8 graded stone aggregate 40 mm nominal size derved from natural sources) |
| 3 | 1:2:4 (1 cement: 2 coarses and (zone-Ill) derived from natural sources:4 graded stone aggregate 20 mm nominal size derved from natural sources) |
| 4 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinthin:6.2.2 Cement Mortar 1:6 (1cement: 6 coarse sand). |
| 5 | Kota stone slab flooring over 20mm (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):11.26.1 25mm thick |
| 6 | 12 mm cement plaster of mix:13.4.2 1:6 (1 cement : 6 coarse sand) |
| 7 | Providing and fixing angle Iron frames for doors, windows and ventilators of mildsteel Angle sections of size 35x35x5mm, joints mitred and welded by angle iron 35x35x5mm or 35x5mm ftal pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat or approved steel primer, all complete as per the directionof Engineer-In-charge. |
| 8 | Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface ofcement 78.35 to prepare the surface even and smooth complete. |
| 9 | Finishing walls with acrylic smooth exterior paint of required shades :13.46.1 New work (Two or more coat applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/4010sqm) |
| 10 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:14.5.2Float glass panes of nominal thickness 5 mm (weight not less than12.5 kg/sqm) |
| 11 | Providing & fixing Fly proof wire gauze 10 windows, clerestory windows&doors with M.S.Flat 15x3 mm and nuts & bolts complete.10.29.2 Slainless steel (grade 304) wire gauze or 0.5mm dla wireand1.4 mm aperture on both sides |
| 12 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (PartI) 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:9.21.2-30mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 13 | Providing & fixing at all heights, levels and localions Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheetsshall be fixed to truss members in slope or required pitch or curvature with Hex cap headed selfdrilling/tapping Stainless steel screws M6, 50mm long with 3mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost oftruss/frame work shall be paid separately).12.64.2 0.71 mm, Aluminium troughed profile with center to center pitch of 200mm, depth of 32mm, overall profile width 1092 mm. cover width 1000mm. |
| 14 | Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:15.28.1 G.S. Sheet |
| 15 | Brick work with common burnt clay F.P.S.(no modular) bricks of class designation 7.5in superstructure above plinth level upto floor V level in all shapes and sizes in:6.4.1 Cement mortar 1:4 (1cement : 4 coarse sand) |
| 16 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2.2 Nominal concrete1:4:8 or leaner mix (including equivalent design mix) |
| 17 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre |
| 18 | Painting wood work with deluxe Multi surface paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of apporoved brand and manufacture. |
| 19 | P/F ISI mark oxidised M.S. sliding door bolts with nuts & screws etc complete. 300x16mm |
| 20 | P/F ISI mark oxidised M.S. tower bolts, with necessary screws etc complete. 250x10mm |
| 21 | P/F ISI mark oxidised M.S. handles conforming to IS: 4992 with necessary screws etc complete. 125mm |
| 22 | P/F 150mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 23 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 24 | 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. 15.7.4 In cement mortar |
| 25 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15x10x10cm with cement concrete1:3:6 (1cement : 3 coarses and : 6 graded stone aggregate 20mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.14.2.1 Door chowkhats |
| 26 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 with material conforming to Grade-I (size range 75mm to 0.075 mm) having CBR Value-30) |
| 27 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.16.91.1 60 mm thick cement concrete paver block ofM-35 grade with approved colour, design & pattern. |
| 28 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated \"J\" or \"L\" hooks, boils & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866, The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.12.47.2 2 mm thick flat |
| 29 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end postand corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38kg per100m (minimum), between the two post sfitted and fixed with G.I.staples, turn buckles etc. complete.(Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 16.18.1 With G.I. barbed wire |
