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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | 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. |
| 4 | 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. |
| 5 | Credit for taking away unserviceable reinforcement bars in available lengths as is where is basis. |
| 6 | Uprooting & removal of wild growth & vegetations, plants, on bldg at any level upto 15 M by necessary scafolding and swing and providing & applying a dilute hydrochloric acid on the root area etc complete as directed by Engineer in charge. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 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 | 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 : |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 17 | For fixed portion |
| 18 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 19 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 20 | With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) |
| 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 | (i)Single socketed pipes. |
| 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 | Bend 87.5° |
| 26 | 110 mm bend |
| 27 | Shoe (Plain) |
| 28 | 110 mm Shoe |
| 29 | Providing and fixing GI pipe clips of approved design, size and required length to unplasticised PVC rain water pipes / soil waste and vent (SWR) pipes screwed with M.S screws of required length etc all completed as per the direction of Engineer -in Charge. |
| 30 | GI pipe clip for 110 mm dia PVC rain water pipes |
| 31 | 12 mm cement plaster of mix : |
| 32 | 1:6 (1 cement: 6 fine sand) |
| 33 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 34 | 1:4 (1 cement: 4 fine sand) |
| 35 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. |
| 36 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 37 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 38 | Two or more coats on new work. |
| 39 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 40 | Two coats. |
| 41 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 42 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 43 | 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. |
| 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-harge. |
| 45 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 46 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 47 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 48 | 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. |
| 49 | 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. |
| 50 | Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. |
| 51 | (2) The payment will be made once only for execution of all items for such works. |
| 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 | 50 mm average thickness |
| 54 | 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. |
| 55 | Bars above 12 mm diameter |
| 56 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 57 | Upto and including 12mm dia. |
| 58 | 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. |
| 59 | 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 |
| 60 | 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. |
| 61 | 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). |
| 62 | 50 mm average thickness in 3 layers. |
| 63 | Repairing of M.S Gate of size 5 x 2.50m in RCC Pillers by cutting for required size and welding including necessary materials and equipment etc. as required, all complete as per the directions of the Engineer-in-charge. |
| 64 | Making Rain water harvesting pit by digging 1.20m diametre, 3.60m depth including providing and placing RCC rings of size 1.20m diameter and 0.30m depth with 50mm thichness about 12nos in the pit along with RCC cover 150mm thick with 12mm dia steel bars at 100mm c/c in both ways with necessary holes in the cover, the pit has to fill with brick bats/boulders size is 50 to 60mm up to 1.20m depth from bottom, then 30 to 40mm as 2nd layer about to 1.20m depth,10 to 20mm as 3rd layer about 0.60m depth, course sand about 0.30m depth as 4th layer and fine sand about 0.30m depth as top layer. etc., all complete as per the directions of Engineer in Charge. Please Enable Macros to View BoQ information Compatibility Report for BoQ Fin Bid Lift Work VJ 25.09.2024.xls Run on 25-09-2024 15:08 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format. Significant loss of functionality # of occurrences Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear clipped. 3.0 'BoQ1'!1:64 Minor loss of fidelity Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 5Defined Names Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 14.0 |
