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| 1 | 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 : |
| 2 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | 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 level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto15°, 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) |
| 5 | Random Rubble masonry with Nallah hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 6 | Random Rubble masonry with Nallah hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 7 | Dry random rubble masonry with Nallah hard stone in foundation and plinth:Without bond stone |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 9 | Suspended floors, roofs, landings, balconies and access platforms. |
| 10 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3(1 cement: 3 fine sand) including curing. |
| 13 | 20mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 14 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 15 | Providing and fixing M.S tubular frames for doors, windows, ventilators and cupboard with rectangular /L-type sections, made of 1.60 mm thick M.S Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10cm long embedded in cementconcrete blocks 15x10x10cm of C.C. 1:3:6 (1cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size) . |
| 16 | Structural steel workWelded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 18 | Providing and fixing 75 mm diametre on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 19 | Providing and fixing PTMT 15 mm nominal bore, 86 mm long, weighing not less than88 gmsbib cock of approved quality and colour. |
| 20 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing 15mm nominal outer dia pipes. |
| 21 | Providing and fixing PTMT stop cock of approved quality and color. 15 mm nominal bore, 86 mm long, weighing not less than88 gms. |
| 22 | Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 107 mm long, weighing not less than110 gms. |
| 23 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore |
| 24 | Providing and fixing un plasticized P.V.C. connection pipe with PTMT nuts, collars and bush of approved quality and colour 15 mm nominal bore with 45 cm length. |
| 25 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 26 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes110 mm diametre |
| 27 | Providing and fixing white vitreous china water closet squatting pan (Indian type)Orissa pattern W.C. pan of size 580x440 mm |
| 28 | Providing and fixing P.V.C low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittingsand fixtures complete: 10 liter capacity -White |
| 29 | CARRIAGE OF MATERIALSBy Mechanical Transport/ Manual Labour including loading, unloading and stacking |
| 30 | Carriage of Sand / Dust avg. lead of 38km by MT & 05 km by HL. |
| 31 | Carriage of stone aggregate (Below 40 mm)avg. lead of38km by MT & 05 km by HL. |
| 32 | Carriage of stone aggregate (Above 40 mm)avg. lead of38km by MT & 05 km by HL. |
| 33 | Carriage of stone avg. lead of4 km by HL. |
