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| 1 | EARTH WORK |
| 2 | Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I |
| 3 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) |
| 4 | Earth filling in foundation trenches and plinth in layer not exceeding 150 mm thick wall watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trencheed with a lead of 50mm and lift of 1.5 m all complete as per building specification and direction of E/I ( mode of measurement compacted volume ) |
| 5 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). |
| 6 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 1.5 to 3.0 |
| 8 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor. With Chlorpyriphos EC 20% with 1% concentration |
| 9 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 10 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 11 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 13 | CONCRETE WORK |
| 14 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 15 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 17 | Providing and laying in position cement concete of soecified grade excluding the cost of centering and shuttering - All work up tp plinth level 1:4:8 (1 cement :4 coarse sand (Zone -III) :8 graded stone aggregrate 40 mm normial size) |
| 18 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 19 | R C C WORK |
| 20 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 21 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 22 | 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) : 3 graded stone aggregate 20 mm nominal size). |
| 23 | Providing and laying in position ready mixed or site batched design M25 mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement |
| 24 | All works upto plinth level |
| 25 | All works above plinth level upto floor V level |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 28 | Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) |
| 29 | Providing Tor steel reinforcement of 10mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) |
| 30 | Providing Tor steel reinforcement of 12mm. to 25mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) |
| 31 | Centering and shutteing including struting, propping etc and removal of form for |
| 32 | Foundations, footings, bases for columns, etc for mass concrete |
| 33 | Walls ( any thickness) including attached pilasters, butteresses, plinth and string course etc |
| 34 | Suspended floors, roof , landings , balconies and access platform |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ) |
| 36 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 37 | Columns, Pillars, Piers, abutments, Posts and struts |
| 38 | Stairs, ( excluding landings ) expept sprial staircase |
| 39 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). uspended floors, roofs, landing, beams and balconies(Plan area to be measured) |
| 40 | BRICK WORK |
| 41 | Providing designation 75A work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 42 | providing designation 75 B brickwork in C M ('1 :6 ) in foundation and Plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing. taxes and royalty all complete as per building specification and direction of E/l. |
| 43 | Providing designation 100A brick work with flyash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. |
| 44 | Providing Designation 100A B/W with Fly Ash Lime Brick (FALB) conforming to IS 12894-1990 (9\\"x4.5\\"x3\\") in cement mortar (1:6) in Superstructure with clean coarse sand of F.M. 2 to 2.5 including 10mm thick mortar joints,cost of screening, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 45 | Providing designation 112 mm thick reinforced designation 100 A brick work vuith fly ash lirne brick (FLAG)confirming to lS 12894-1990 (9\\"x4'5\\"x3\\" ) in C.M. ( 1 . 4 ) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carriage of materials,n caffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specificationand direction of E/|. |
| 46 | Extra for providing & placing in position 2 no 6mm dia ms bar every 3rd corse of half brick masonary |
| 47 | WOOD WORK |
| 48 | Supplying, fitting and fixing good quality, well dressed and well seasoned Sal wood work in choukhat in doors, windows, skylights, fanlights and C/W celestial window openings, including wedge over all clamps complete includingapplicationof two coatsof wood preservativeof approved quality on the surface butting walls and lintels all completeas per building specificationand direction of E/I |
| 49 | Supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with one sides teak decorative and another side commercial veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/l. |
| 50 | Supplying, fitting and fixing 35mm thick solid core type non-decorative single leaf flush door shutter in door and windows with black board core blended with high quality phenol formal dehydes synthetic resine both side commercial veneered of standard make with oxidised iron fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 51 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.9.127.2 1.0 mm thick |
| 52 | Supplying, fitting and fixing 35mm thick solid core type non-decorative double leaf flush shutter in door and windows with black board core blended with high quality phenol formal dehydes synthetic resine both side commercial veneered of standard make with oxidised iron fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 53 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :50x12 mm |
| 54 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square |
| 55 | Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). Decorative type door |
| 56 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 57 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36KGto 80KGand door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 58 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. |
| 59 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 60 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, exluding providing and fixing top & bottom pivot & spring type fixing arrangement and including making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 61 | dormakaba floor spring BTS 75V EN 1-4 with std. spindle and cover plate. The floor spring with backcheck and adjustable closing speed from 175°. Non-hold open. As per EN 1154 and CE marked. Finish: Satin stainless steel. |
| 62 | Standred top pivot |
| 63 | Standred top patch fitting |
| 64 | Standred bottom patch fitting |
| 65 | Standard Lock with Strike plate & EPC |
| 66 | dormakaba pull Handle TGDI-H 450 back to back with 350mm CTC, adjustable fixing for glass, wood and metal doors in satin stainless steel. The pull handles should have supporting washer with raised bevelling on the outer surface. Length =450mm, 25mm dia, -SS304 |
| 67 | dormakaba floor stop half dome with 45mm dia with fixing accessories, in satin Chrome |
| 68 | Providing and fixing fire resistant door frame of section 50 x 60 mm onhorizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be filled with mineral wool Insulation having density minimum 96Kg/sqm. The frame will have a provision of G.I. anchor fastners 14 nos (5 each on vertical style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening along with factory made template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be finished with an approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- Charge. (Cost of SS ball bearing hinges is excluded). |
| 69 | Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (paneling to be paid for separately). |
| 70 | Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. |
| 71 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-Charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (El20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & El. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. |
| 72 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per anufacturer’s specification and direction of Engineerin- charge 9.117.1 Extruded section profile size 48x40 mm |
| 73 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge |
| 74 | STEEL WORK |
| 75 | 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. |
| 76 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 77 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 78 | Fixing with carbon steel galvanised dash fastener `of required dia and size (to be paid for separately |
| 79 | Supplying,frtting and fixing M.S. grill made of 20x6cmm M.S. flat as per approved design and drawing, properly fabrlcated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/1 |
| 80 | 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): |
| 81 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 82 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 83 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 84 | Providing and fixing ball bearing for rolling shutters. |
| 85 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 86 | FLOORING WORK |
| 87 | Providing and laying heavy duty vitrified floor tiles of approved shade and make, conforming to IS:15622, Group B I a (water absorption ≤ 0.5%), size 600x1200x11 mm or approved equivalent, double charged/full body/homogeneous type with matt or anti-skid finish, laid over a 15 mm thick cement mortar bed in proportion 1:4 (1 cement: 4 coarse sand), and fixed using high polymer-modified quick-set tile adhesive (Type II as per IS:15477) in average 6 mm thick bed over prepared surface, including filling joints (approx. 3 mm) with epoxy grout/white cement mixed with matching pigment, curing, cleaning, edge finishing, machine cutting wherever required and disposal of debris, all complete as per drawing, specifications and direction of Engineer-in-Charge. |
| 88 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/SQM including pointing in white cement complete. Granite of any colour and shade |
| 89 | Providing and fixing granite 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for flooring, kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab over 0.50 SQM |
| 90 | Providing edge moulding to 18 mm thick marble/granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 91 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 92 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade |
| 93 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. |
| 94 | Providing and laying 1st quality Ceramic glazed wall tiles thickness to be specified by the manufacturer) in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 95 | 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 mm thick |
| 96 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Please Enable Macros to View BoQ information |
| 97 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Please Enable Macros to View BoQ information |
