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| 1 | Providing and fixing ISi marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 2 | 100x10 mm |
| 3 | Providing and fixing ISi marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 4 | 100 mm |
| 5 | 75 mm |
| 6 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete (Copper oxidised as per IS 1378) |
| 7 | 200 mm weighing not less than 240 grams |
| 8 | 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. |
| 9 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 10 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 11 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 12 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with |
| 13 | 4.0 mm thick glass panes |
| 14 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 15 | 40 mm thick with 20 mm nominal size stone aggregate |
| 16 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 17 | 40 mm wide and 4 mm thick |
| 18 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required |
| 19 | Providing gala 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 |
| 20 | In 75x75 mm deep chase |
| 21 | Providing and fixing on wall face unplasticised 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 pipes. |
| 22 | 75 mm diameter |
| 23 | 110 mm diameter |
| 24 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised 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 |
| 25 | Coupler |
| 26 | 75mm |
| 27 | 110mm |
| 28 | Single pushfit Coupler : |
| 29 | 75mm |
| 30 | 110mm |
| 31 | Single tee with door |
| 32 | 75x75x75 mm |
| 33 | 110x110x110 mm |
| 34 | Single tee without door |
| 35 | 75x75x75 mm |
| 36 | 110x110x110 mm |
| 37 | Bend 87.5° |
| 38 | 75 mm bend |
| 39 | 110 mm bend |
| 40 | Shoe (Plain) |
| 41 | 75 mm Shoe |
| 42 | 110 mm Shoe |
| 43 | Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per Sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 44 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge |
| 45 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 46 | 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 15 x 10 x 10 cm with cement concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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. |
| 47 | Window chowkhats . |
| 48 | Clerestory window chowkhats . |
| 49 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface including disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge |
| 50 | For door/ window/ clerestory window |
| 51 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 52 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/Sqm) |
| 53 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/Sqm) |
| 54 | Renewal of old putty of glass panes (length) |
| 55 | Refixing old glass panes with putty and nails |
| 56 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge |
| 57 | 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. |
| 58 | In cement mortar |
| 59 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 60 | From brick work in cement mortar |
| 61 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 62 | Of area 3 sq. metres and below |
| 63 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 64 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge |
| 65 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 66 | G.S. Sheet |
| 67 | Asbestos Cement sheet |
| 68 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 69 | S/F of MS steel shutter Almirah type made from 1.0mm. Thick MS Sheet including frame hold fast mortise handle lock with double key looking mirror frame steel pegs on back side and i/c hammer painting of approved shade on front and three coats of synthetic enamel paint at backside i/c grouting in wall with 1:2:4 cement concrete i/c supply of all material labour & T&P etc. required for proper completion of the work |
| 70 | Dismantiling CC Floor Nominal Concrete 1:3:6 or richer mix (i/c equivalent design mix) i/C base concrete Nominal Concrete 1:4:8 or leaner mix (i/C equivalent design mix) manually by mechanical means including disposal of material withing 50 meters lead as per direction of EIC. |
| 71 | Fixing of old girder or grill in position including welding, drilling, cutting etc. complete as per direction of EIC (labour rate only) |
| 72 | Refixing old AC Sheet etc, complete as per directions of engineer in charge. (old sheets supplied free of cost from central store) |
| 73 | For Calculation purpose only |
| 74 | Sub Total (A) |
