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| 1 | Sub-Head : Carriage of Materials |
| 2 | Carriage of materials by Mechanical Transport including loading, unloading and stacking : |
| 3 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 4 | Sub-Head : Concrete Work |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 7 | Sub-Head : Reinforced Cement Concrete |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 9 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 15 | Sub-Head : Masonry Work |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Sub-Head : Cladding Work |
| 19 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 20 | Marble work |
| 21 | Sub-Head : Steel Work |
| 22 | Structural steel work riveted, bolted or welded 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. |
| 23 | Sub-Head : Flooring |
| 24 | Kota stone slab flooring over 20 mm (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) : |
| 25 | 25 mm thick. |
| 26 | Providing and fixing concrete anti-skid tiles of desired colour and design of approved size 20 mm thick over 20 mm cement mortar 1:3( 1 Cement :3 coarse sand) including cement slurry and grouting with matching pigment as per direction of Engineer-in-Charge. |
| 27 | Sub-Head : Roofing |
| 28 | 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. |
| 29 | (i)Single socketed pipes. |
| 30 | 110 mm diameter |
| 31 | 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. |
| 32 | Single tee with door |
| 33 | 110x110x110 mm |
| 34 | Shoe (Plain) |
| 35 | 110 mm Shoe |
| 36 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 37 | 110 mm |
| 38 | Sub-Head : Finishing |
| 39 | 12 mm cement plaster of mix : |
| 40 | 1:6 (1 cement: 6 coarse sand) |
| 41 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 42 | 1:6 (1 cement: 6 coarse sand) |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 44 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 45 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 46 | Two or more coats on new work. |
| 47 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 49 | One or more coats on old work. |
| 50 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 51 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 52 | Sub-Head : Repairs to Buildings |
| 53 | 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. |
| 54 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 55 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 56 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 57 | Providing services of fabricator oriented work with his helper for repairing of steel windows for smooth functioning including replacement of its fittings if any, (fittings shall be paid separately) or repairing of similar fabrication work including welding machine, grinder/cutter and electrode rods as per direction of Engineer-in-Charge. |
| 58 | Providing labour/ beldar for cleaning of roof malba, cutting of tree branches, removal of pipal/ bargad or other small trees, grass, bushes etc from the terrace of the building or as per direction of Engineer-in-Charge. |
| 59 | Repairing of dilapidated RCC roof ceiling, Chajjas and similar after removing scaled and damaged cement concrete/mortar by chipping with chisel and wire brush and finishing with cement mortar 20 mm to 40 mm thickness of mix 1:3 ( 1 cement :3 coarse sand) in layers not exceeding in 20 mm as directed by Engineer-in-Charge. |
| 60 | Sub-Head : Dismantling and Demolishing |
| 61 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 62 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 63 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 64 | 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.. |
| 65 | In cement mortar |
| 66 | Sub-Head : Water Supply |
| 67 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 68 | 25 mm nominal outer dia .Pipes. |
| 69 | Providing and fixing CPVC unions for CPVC pipe line including cutting and fixing. |
| 70 | for 25mm dia pipe line |
| 71 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 72 | Providing and fixing CPVC quarter turn gate valve of approved quality : |
| 73 | 25 mm nominal bore |
| 74 | Sub-Head : Conservation of Heritage Buildings |
| 75 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. |
| 76 | The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. |
| 77 | Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. |
| 78 | (2) The payment will be made once only for execution of all items for such works. Please Enable Macros to View BoQ information |
