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| 1 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 2 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 4 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | Coursed rubble masonry with available stone (first or second sort) at site in superstructure above plinth level and upto floor five level. |
| 6 | Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Deduct for available stone used in item Coursed Rubble masonry of SH: Stone Work |
| 8 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 9 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 10 | Providing and fixing plain fibre sheet in window panes , with putty and nails or silicon adhesive wherever necessary including racking out the old putty: |
| 11 | Plain fibre sheet 2 mm thick |
| 12 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 Engineerin- 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. |
| 13 | 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. |
| 14 | 75 mm diameter |
| 15 | 110 mm diameter |
| 16 | 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. |
| 17 | Single tee with door |
| 18 | 110x110x110 mm |
| 19 | Single tee without door |
| 20 | 110x110x110 mm |
| 21 | Bend 87.5° |
| 22 | 110 mm bend |
| 23 | 20 mm cement plaster of mix : |
| 24 | 1:4 (1 cement: 4 coarse sand) |
| 25 | Neat cement punning |
| 26 | Pointing on stone work with cement mortar 1:3 (1 white cement : 3 fine sand) as per existing colour matching with mixing red & yellow colour as per E/C including scaffolding all complete as per direction of engineer-in- charge: |
| 27 | Flush/ Ruled pointing |
| 28 | Extra for pointing on walls on the outside at height more than 10 m from ground level for every additional height of 3 m or part there of. |
| 29 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 30 | 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) |
| 31 | 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 directions of Engineer-In-Charge. |
| 32 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 33 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge. |
| 34 | Demolishing stone/Coursed rubble masonry 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: |
| 35 | In cement mortar |
| 36 | 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. |
| 37 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 38 | 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 |
| 39 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 40 | 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. |
| 41 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 42 | 10 litre capacity - White |
| 43 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 44 | 15 mm nominal bore with 45 cm length. |
| 45 | 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 |
| 46 | 20 mm nominal outer dia. Pipes. |
| 47 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work |
| 48 | 25 mm nominal outer dia. Pipes. |
| 49 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. |
| 50 | 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. |
| 51 | 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. |
| 52 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 53 | 25 mm average thickness |
| 54 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 55 | 25 mm average thickness in 2 layers. |
| 56 | 50 mm average thickness in 3 layers. |
| 57 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 58 | Bars upto 12 mm diameter |
| 59 | Bars above 12 mm diameter |
| 60 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 61 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 62 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/ reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) NOTE:Rate for Items under this head includes height up to Ground Floor + First floor + Second floor ) |
| 63 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 64 | Credit of PVC tank received after dismantling |
| 65 | Credit of the rusted reinforcement & other steei received from the demolishing of RCC. |
| 66 | Cleaning of sewerage line, chambers at internal side of the building as well as external side of the building in the TE building premises considering of all toilet and sewerage line work up to septic tank i/c all lines and chambers |
| 67 | Supplying and placing in position red sand stone slabs of thickness 50mm to 60 mm of required size, both faces machine finished and all edges machine cut , as directed by E in Charge. |
| 68 | Extra for demolishing RCC work i.e. chajja ,fins etc beyond 05 metre height from ground level. The item includes strictly using of all security measures by the vendor for safety of the workers during execution of work |
| 69 | Extra for supplying of plumber for plumbing work for a full day |
| 70 | Extra for supplying of Helper /beldar for a full day |
| 71 | Cleaning and sweeping of second floor ( Top Floor) completely and collecting all garbages , wastage , malba , piegeon droppings and disposal of the same to the ground floor i/c all lifts and 50 metre lead. The complete surface shall be cleaned by removing piegeon droppings, dust and spiderwebs and thereafter mopping of the floor. Please Enable Macros to View BoQ information |
