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| 1 | Demolition of brick tiles or terracing tiles, single layer on roofs all as specified and directed by Engineer - in - Charge. |
| 2 | Demolition of mud in roof, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) all as specified and directed by Engineer - in - Charge. |
| 3 | M & L cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in kerbs or mud stops, rounded or chamfered on edges and similar work etc. Including cleaning/ removing all dust from existing roof surface before placing of concrete all as specified and directed by Engineer - in - Charge . |
| 4 | M&L rendering 10 mm thick on concrete surfaces of slab in CM 1:4 mixed with admixture of liquid water proofing compound @ 250 ml per bag of cement on green concrete surfaces complete all specified and directed.Note: Water proofing shall be measured & paid separately. |
| 5 | M & L applying one coat of cold bituminious primer @ 0.4 litre per Sqm on plaster surface including cleaning of surfaces all as specified and directed by Engineer – in – Charge |
| 6 | M&L for APP based polymeric membrane minimum weight 3kg per sqm and minimum 3mm thick reinforced with polyster non woven fabric (weight not less than 150 gm per Sqm) laid over primed surface by force application and APP membrane shall be covered with bituminious based aluminium paint @ 0.2 Kg per Sqm in two coats complete all as specified and directed. |
| 7 | Cleaning existing reinforcement with wire brush/rotary wire brush to make surface free from rust scales, loose material, dirt etc complete and applying two coats of alkaline rust converting primer with a coverage of 350gm per sqm on the existing rebar and allowing it to react with rust for 6 hrs and form a corrosion resistant, insoluable and adhesive protective layer, including cleaning the reinforcement, wire brushing to remove the rust spalls, with time interval of 1 hour between the coats.Product: Sika Rustoff-100 or equivalent makes M/s Fosroc or M/s Pidlite.Note: Measurement per sqm surface area of concrete shall be considered for payment. |
| 8 | Providing and application of zinc rich epoxy anti-corrosive protective coating for existing rebar corrosion protection system in 2 coats of 0.4 kg per sqm. The product should confirm carbonation resistance of 2 mm and bond strength > 1N/mm2 according to ASTM C 882-78.Product: SikaTop Armatec-108 Plus or equivalent makes M/s Fosroc or M/s Pidlite.Note: Measurement will be surface area of concrete shall be considered for payment. |
| 9 | M&L providing and applying 15-20 mm thick layer of single component, fibre reinforced, sulphate resistant, low shrinkage, high performance cementious structural repair mortar conforming to EN 1504-3 Class R4 on exposed concrete surface as per technical specification. Material should have Compressive strength ≥ 55 MPa as per EN:12190, Chloride ion content ≤ 0.05% as per EN:1015-17, Adhesive bond ≥ 2.0 MPa as per EN:1542, Carbonation resistance dk ≤ control concrete [MC(0,45)] as per EN:13295 & Elastic modulus ≥ 20.0 GPa as per EN:13412. (Complete finished item with all leads and lifts) Product: Sika MonoTop-122F or equivalent makes M/s Fosroc or M/s Pidlite.Note: Measurement will be surface area of concrete shall be considered for payment. |
| 10 | Demolition brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles including removing of debris from the site complete all as specified. |
| 11 | M&L Brick work with sub class 'B' old size burnt bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge . |
| 12 | Taking down cement plaster/ terrazo finish on brick wall including racking out joints, hacking for keys scrubbing down with water all as specified and directed by Engineer - in - Charge. |
| 13 | M & L rendering 10mm thick on other than fair faces of brick work in CM 1:6 finished even & fair without using extra cement all as specified and directed by Engineer - in - Charge . |
| 14 | M & L two coats of distemper oil emulsion over chalk whiting, preparatory to distempering, on newly plastered surfaces of walls including preparation of surfaces all as specified and directed by Engineer - in - Charge. |
| 15 | M & L 15mm thick rendering in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces mixed with water proofing compound finished even and fair without using extra cement complete all as specified and directed by Engineer - in - Charge. Note:- The rates do not include for the supply of integral water proofing compound, which shall be paid for in addition at “supplied only rates separately, as applicable. |
| 16 | M & L two coats of cement base paint on plastered wall surfaces including preparation of surface after complete removal of existing treatment complete all as specified and directed by Engineer - in - Charge. |
| 17 | M & L applying two coats of cement base paint on new plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer - in – Charge. |
| 18 | Supply only liquid waterproofing compound all as specified and directed by Engineer - in - Charge. |
| 19 | M & L two coats of white wash on old decorated plastered or unplastered surfaces of ceiling including preparation of surfaces complete all as specified and directed by Engineer - in - Charge . |
| 20 | M & L two coats of distemper oil emulsion over chalk whiting, preparatory to distempering on old surfaces after complete removal of existing treatment all as specified and directed by Engineer - in - Charge. |
| 21 | M & L for preparation of old painted wooden surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint all as specified and directed by Engineer - in - Charge . |
| 22 | M & L for preparation of old painted steel surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint all as specified and directed by Engineer - in - Charge . |
| 23 | Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge . |
| 24 | M & L for 75mm thick cement concrete type D-2 (1:4:8) using 40mm graded stone aggregate as in sub floors, sub bases etc all as specified and directed by Engineer - in - Charge. |
| 25 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.all as specified and directed by Engineer - in - Charge. |
| 26 | M & L for 75mm thick cement concrete type C-2 (1:3:6) using 40mm graded stone aggregate as in plinth protection etc with joints filled wih sand mix or bituminous at every interval of 3 metre all as specified and directed by Engineer - in - Charge. |
| 27 | Dismantling floor or wall tiles including cement mortar bedding, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer - in – Charge. |
| 28 | M & L for first quality non skid ceramic coloured tiles with matt finish, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15mm thick cement and sand screed (1:4) complete all as specified and directed by Engineer - in - Charge. |
| 29 | M & L machine cut Kota stone slab flooring 20-25mm thick over cement screed base 15mm thick in cement mortar 1:4, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer - in – Charge. |
| 30 | M & L for first quality glazed ceramic coloured tiles 7mm thick 450 x 350mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over and including 10mm thick cement sand plaster (1:3) complete all as specified and directed by Engineer - in - Charge. |
| 31 | Taking down chowkhats or frames with shutters without taking off shutters from the frame exceeding 1.5 Sqm but not exceeding 4 Sqm each and all as specified and directed by Engineer - in - Charge. |
| 32 | Taking down chowkhats or frames with shutters without taking off shutters from the frame not exceeding 1.5 Sqm each and all as specified and directed by Engineer - in - Charge. |
| 33 | S & F pressed steel door frames with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc, size of frame 105X60mm, back filling with PCC (1:3:6) type C-0, complete all as specified and directed by Engineer - in – Charge . |
| 34 | S & F 30mm thick plain framed paneled shutters, any No. of panels with panels of plywood 9mm thick for two or more panel construction and 12mm for single panel construction, BWR conforming to IS fixed to timber frame of 2nd class hard wood, all style & rail are as per SSR Part – I all as specified and directed by Engineer – in – Charge . |
| 35 | S & F Solid PVC door frame factory made of size 50mmx 47mm made out of 5mm plain colour PVC sheet reinforced with MS Square tube jointed , supplying and fixing in opening complete all as specified and as directed by Engineer-in-Charge |
| 36 | S&F Factory made solid panel PVC door shutter 30mm thick (Style) consisting of frame made out of MS tubes for top and bottom rails. MS frame shall be covered with heat moulded coloured PVC ’C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail; Panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed into the stiles and rails with suitable PVC sheet beading, and jointed together with solvent cement, supplying and fixing in the frame at site as per specification complete all as specified and as directed by Engineer-in-Charge. |
| 37 | Cutting hole in brick wall built in cement mortar not exceeding half brick for fixing holdfasts in jambs and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4, type B – 1 all as specified and directed by Engineer - in - Charge. |
| 38 | S & F extruded Aluminium alloy handles, fabricated type anodised, 150mm long all as specified and directed by Engineer - in - Charge. |
| 39 | S&F 100 mm size butt hinges, medium weight cold rolled mild steel complete all as specified and as directed by Engineer-in-Charge. |
| 40 | S&F 75 mm size butt hinges, medium weight cold rolled mild steel complete all as specified and as directed by Engineer-in-Charge. |
| 41 | S & F aluminium alloy anodized sliding door bolt with hasp and staple (bolt type) and fixing clips of sheets cast or extruded section and fixing bolts of extruded section or cast aluminium alloy 300mm size all as specified and directed by Engineer - in – Charge . |
| 42 | S & F Aluminium anodised barrel tower bolt of extruded section 150mm long all as specified and directed by Engineer - in - Charge |
| 43 | S & F floor door stopper 140mm of aluminium alloy body and tongue anodized with hard drawn steel spring fixed in floor all as specified and directed by Engineer - in - Charge. |
| 44 | S & F Aluminium anodised barrel tower bolt of extruded section 100mm long all as specified and directed by Engineer - in - Charge |
| 45 | S & F extruded Aluminium alloy handles, fabricated type anodised, 100mm long all as specified and directed by Engineer - in - Charge. |
| 46 | Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and directed by Engineer - in - Charge .. |
| 47 | S & F 4mm thick sheet glass ordinary quality and glazing with aluminium snap beading on aluminium frame for door, windows and ventilators in square not exceeding 0.50 sqm in each pane all as specified and directed by Engineer - in - Charge . |
| 48 | M & L providing two coats of synthetic enamel paint over a coat of pink primer on new wooden surfaces including preparation of surface of any description over 10 cm width or girth all as specified and directed by Engineer - in - Charge . |
| 49 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings all as specified and directed by Engineer - in - Charge. |
| 50 | S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified and directed by Engineer - in - Charge. |
| 51 | Demolition of Reinforced cement concrete (reinforcement cut as required to facilitate demolition) in roofs, floors (other than ground floors), beams, stairs cases, landing, chajja & similar suspended works for all as specified and directed by Engineer - in - Charge . |
| 52 | Dismantling wrought iron or mild steel work of any description all as specified and directed by Engineer - in - Charge . |
| 53 | S & F Rolled sections conforming to Fe-410-W (Gde E-250 Quality), as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and as directed by Engineer-in-Charge. |
| 54 | S & F framed work such as grills, grating, etc., with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work for water tanks and similar work conforming to Fe-290 Gde E-165 all as specified and directed by Engineer - in - Charge. |
| 55 | Dismantling of fencing wire mesh, any type all as specified and directed by Engineer - in - Charge. |
| 56 | Dismantling posts or struts (wood, steel or RCC), any section, embedded in concrete / hard core including taking out embedded portion and making good disturbed ground all as specified and directed by Engineer - in - Charge. |
| 57 | M&L Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate for foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge. |
| 58 | S & F mild steel work as in posts, struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, and necessary provision of notch including welding and cutting at bottom etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 all as specified and directed by Engineer - in - Charge. |
| 59 | Supply only chain link MS galvanised fencing any size or type all as specified and directed by Engineer - in - Charge. |
| 60 | Fixing only of chain link fencing including line wire, any mesh size and type to any type of standard rails straining bolts etc including provision of binding wire all as specified and directed by Engineer - in - Charge. |
| 61 | S & F galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at cross with and provision of galvanised mild steel wire, staples or steel pins etc all as specified and directed by Engineer - in - Charge. (Each line to be measured separately) |
| 62 | M & L 10 mm mild steel round bars Fe-410-W(Gde. E-250) quality-A or Fe 290(Gde-E-165) for securing chain link fencing including forming necessary hook/ bend for tightening with fencing post and the like complete all as specified and shown on drg. |
| 63 | M & L providing two coats of synthetic enamel paint and a coat of red oxide primer on new steel surfaces including preparation of surface of any description over 10 cm width or girth all as specified and directed by Engineer - in - Charge . |
| 64 | M & L providing two coats of synthetic enamel paint over new surface and a coat of red oxide primer on steel surfaces including preparation of surface of any description not exceeding 10 cm width or girth all as specified and directed by Engineer - in - Charge . |
| 65 | Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets all as specified and directed by Engineer - in - Charge. |
| 66 | Dismantling timber in fillets, rails, posts, rafters, purlins, etc. under 40 sq. cm in section , in any position all as specified and directed by Engineer - in - Charge. |
| 67 | S&F anodized aluminium frame with Powder Coating (minimum thickness of powder coating 50 micron) for doors, windows, ventilators, partitions etc., with one or more rebates including joining cleat for fixing etc complete all as specified and as directed by Engineer-in-Charge. |
| 68 | M & L sheet glass selected quality plain 5.5mm thickness fixed in door /window shutter cut to required size and fixed with PVC / Neopane gasket etc. complete all as specified and directed by Engineer - in - Charge. |
| 69 | M & L pre-laminated particle board, 12mm thick interior grade, pre-laminated both sides with decorative choice laminations, fixed with screws to Aluminium frame work complete all as specified and directed by Engineer - in - Charge. |
| 70 | S & F as in repairs Steel rolling shutters, having thickness of laths 1.25mm, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated gear operated type with bevel gear box and crank handle complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
