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| 1 | SH: Construction of main building(G+3) EARTHWORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. 2.8.1) All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Extra for every additional lift of 1.5m or thereof part inAll kinds of soil |
| 5 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. |
| 6 | PLAIN CEMENT CONCRETE |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All work upto plinth level.4.1.6 ) 1:4:8 (1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 ( 1 Cement:2coarse sand:4 graded stone aggregate 12.5mm nominal size) |
| 9 | Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 10 | Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 11 | SHUTTERING FORMWORK |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for:5.9.1) Foundations, footings, bases of columns, etc. for mass concrete. |
| 13 | 5.9.2) Walls( any thickness) including attatched pilasters, buttresses, plinth and string courses etc. |
| 14 | 5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 15 | 5.9.7) Stairs, (excluding landings) except spiral-staircases. |
| 16 | 5.9.15) Edges of slabs and breaks in floors and walls.5.9.15.1 ) Under 20 cm wide. |
| 17 | 5.9.19) Suspended floors, roofs, landings, balconies and access platform,suspended floors, roofs, landings, balconies and access platform. |
| 18 | 5.9.20) Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick. |
| 19 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeabove plinth level.5.20 A.2) Thermo-Mechanically Treated bars |
| 20 | REINFORCED CEMENT CONCRETE |
| 21 | Providing and laying in position ready mxed or site batched design 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 proportioins as per Is 9103 to accelerate retard setting of concrete, to mprove durability and workabiity without impairing strenth ; 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 grdes of concrete.5.29.1 All works upto Plinth Level. 5.29.1.1 Concret of M-25 grade with minimum cement content of 330kg/cum. |
| 22 | 5.29.2 All works above Plinth Level uto floor V level5.29.2.1 Concrete of M-25 grade with minimum cement content of 330kg/cum. |
| 23 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-sit reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than speified, excluding the cost ofsteel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete.(Length of pile fo rpayment shall be measued from top of shoe to the bottom of pile cap):5.32.3. 500mm dia Piles. |
| 24 | BRICKWORK |
| 25 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: 6.1.1) Cement mortar 1 : 4 (1 cement : 3 coarse/dimapur sand) |
| 26 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in all shapes and sizes in :6.2.1) Cement mortar 1 : 4 (1 cement : 3 coarse/dimapur sand) |
| 27 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in:6.9.2 ). Cement mortar 1 : 3 (1 cement : 3 coarse(dimapur) sand) |
| 28 | MARBLE WORK |
| 29 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20mm ( average) thick base of cement mortar 1:4 (1 Cement: 4 coarse sand) laid and pointing with cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.8.8.1) Polished Granite stone slab Jet Black, cherry Red,Elite Brown, cat Eye or equivalent. |
| 30 | Extra for providing edge moulding to 18mm thick marble stne counters, vanities etc. including machine polishing to edge to gve hgh gloss finish etc. complete as per design approved by Engineer-in-Charge.8.2.2 Granite work |
| 31 | WOODWORK AND ACCESSORIES |
| 32 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately : 9.1.1) Local best quality Teak wood |
| 33 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows( Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick:9.5.1) Local best quality Teakwood |
| 34 | Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. including primimg coat with approved steel primer all complete.9.21.2) Fixed to openings/ wooden frames with rawl plugs screws etc |
| 35 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 36 | Providing and fixing IS:12817 marked stainless steel butt hinges (heavy weight) with steel screws etc. complete.9.41.1) 125x64x2.50mmmm |
| 37 | Providing and fixing chromium plated brass 100mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete ( best make of approved quality). |
| 38 | Providing and fixing aluminium tower bolts, ISI marked, anodised ( anodic coating not less than grade AC as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:9.63.3) 200 x 10 mm |
| 39 | Providing & fixing 75 x 60 mm rounded hand rails in straight lengths complete in Uningthou wood. |
| 40 | Providing and fixing 75x 60 mm Uningthou caps turned to match the hand rails & mitred in i/c hand rail screws & dowels( dia of cap to be twice the width of the hand rail 75mm x 60mm) |
| 41 | STEELWORK |
| 42 | Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.10.24.2) In grating, frames, guard bar, railing, brckets, gates and similar works. |
| 43 | FLOORING WORK |
| 44 | Tile work in skirting, risers of steps and dado ( uptom height) over 12mm thick bed of cement mortar 1:3 ( 1 Cement: 3 Coarse sand) and jointed with grey cement slurry @ 3.3 kgsqm including pointing in white cement mixed with pigment of matching shade complete.11.15.1 Marble tiles( polished) Raj Nagar |
| 45 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skiring, riser of steps and dados over 1mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 46 | Providingand laying Ceramic glazed floor tiles 300x300mm ( 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 20mm thick Cement Mortar 1:4 ( 1 Cement : 4 CVoarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 47 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.11.32.1) Size of Tile 600x600mm |
| 48 | Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer),with water absorption eSS han 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the ioint with white cement matchinq pigments etc. complete.11.36.2) Size of Tile 600x600mm |
| 49 | FINISHING WORK |
| 50 | 15mm thick cement plaster on rough side of single or half brick wall of mix-13.2.1) 1:4 ( 1 Cement: 4 fine dimapur sand) |
| 51 | 12mm thick cement plster of mix13.4.1) 1:4 ( 1 cement:4 coarse dimapur sand) |
| 52 | Providing and applying white cement based putty of average thickness 1m, of approved brand and manufacturer, over the plastered wll surface to prepare the surface even and smooth complete. |
| 53 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.31.1) Water thinnable cement primer. |
| 54 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:13.36.2) Painting woodwork with Deluxe Multi Surafce Paint of required shade. Two or more cot applied@ 0.90ltr/10sqm over an undercoat of primer applied @ 0.75ltr10sqm of approved brand and manufacture. |
| 55 | Applying priming coat:13.37.1 ) With ready mixed pink or grey primer of approved brand and manufacture on wood work ( hard and soft wood) |
| 56 | Painting with oil type wood preservative of approved brand and manufacture:13.41.1) New work ( Two or more coats) |
| 57 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.13.45.1) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 58 | Varnishing with varnish of approved brand and manufacture:13.48.2) Two or more coats glue sizing with spar varnish or an under coat of flatting varnish.. |
| 59 | Polishing on wood work with ready made wax polish of approved brand and manufacture:13.49.1) New work. |
| 60 | SANITARY INSTALLATIONS |
| 61 | Providing and fixing white vitreous china pedestal type water closet ( European type W.C pan) with set and lid, 10 litre low level white P.V.C flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete,including cutting and making good the walls and floors wherever required:16.2.1) W.C pan with ISI marked white solid plastic seat and lid. |
| 62 | PrProviding and fixing C.P brass bib cock of approved quality conforming to IS 8931:17.24.1. 15mm nominal bore. |
| 63 | Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make conforming to IS: 8931.17.27.1. 15mm nominal bore. |
| 64 | Providing and fixing Wash basin with C.I. brackets, 15 mmpillar taps, 32 mmC.P. brass waste ofstandard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:16.7.7. White vitreous China Flat back was basin size 450x300mm with single 15mm C.P brass pillar tap.f engineer in charge. |
| 65 | Providing and fixingC.P Brass 32mm size Bottle trap of approved quality & makeand as per the direction of Engineer-in-charge. |
| 66 | Providing and fixing ball valve ( brass) of approved quality, High or low pressure with plastic floats complete.17.10.1. 15mm nominal bore. |
| 67 | Providing and fixing Connection Hose T7540991 of approved quality of parryware or equivalent make and as per the direction of Engineer-in-charge. |
| 68 | Providing and fixing Floor trap SS of approved quality of parryware or equivalent make and as per the direction of Engineer-in-charge. |
| 69 | Providing and fixingTowel rail T6901A1 of approved quality of parryware or equivalent make and as per the direction of Engineer-in-charge. |
| 70 | Providing and fixingshower rose T9850A1 of approved quality of parryware or equivalent make and as per the direction of Engineer-in-charge. |
| 71 | Providing and fixingwall mixer 2in1 with flange T5016A1 of approved quality & make of parryware or equivalent makeas approved by Engineer in charge |
| 72 | Providing and fixingSS tissue roll holder T6906A11 of approved quality of parryware or equivalent make and as per the direction of Engineer-in-charge. |
| 73 | Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing:16.28.2 ) Rectangular shape 453 x 357 |
| 74 | WATER SUPPLY WORKS |
| 75 | Providing and fixing PVC soil,waste,rain water and vent pipes including all requisite fittings,joining of pipes & fittings with solvent cement , treching refilling & testing of of joints complete as per direction of engineer-in-charge.a) 75 mm |
| 76 | b)110 mm |
| 77 | Providing and fixing Chlorinated Polyvinyl Chlorie (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC Plain and brass threades fittting including fixing the pipes with clamps at 1m spacing.This includes jointing of pipesfittings with one step CPVC solvent cement, trenching, refillingtesting of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases and making good the wall etc.17.2.2 ) 20mm nominal outer dia pipes. |
| 78 | Providing and fixing Chlorinated Polyvinyl Chlorie (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC Plain and brass threaded fitting . This includes jointing of pipesfittings with one step CPVC solvent cement, trenching, refillingtesting of joints complete as per direction of Engineer-in-charge.17.3.3) 25mm nominal outer dia pipes. |
| 79 | 17.3.6) 50mm nominal outer dia pipes. |
| 80 | 17.3.8) 80mm nominal outer dia pipes. |
| 81 | Providing and fixing ball valve ( brass) of approved quality, High or low pressure, with plastic floats complete.17.10.2. 20 mm nominal bore |
| 82 | Constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep ( inside) with chained lid and RCC top slab 1:2:4mix ( 1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement: 4 coarsesand) 12mm thick, finished with a floating coat of neat cement as per standard design.17.16.1. With 1st class common burnt clay F.P.S ( non- modular) bricks. |
| 83 | 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 base support for tank. |
| 84 | ALLUMINIUM WORKS |
| 85 | 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required EPDM rubber/ Neoprene gasket etc. Aluminium sections shall be smooth, rust free, ssssssssstraight, mitred and jointed mechanically wherever required including cleatangle, Aluminium snap beading for glazing/ panelling, C.P brass/ stainless steelscrews, all complete as per architectural drawinngs and the direction of Engineer-in- Charge.18.1.1 For fixed portion.18.1.1.2. Powder coated aluminium ( minimum thickness of powder coating 50 micron) |
| 86 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required.18.1.2.2.Powder coated aluminium ( minimum thickness of powder coating 50 micron) |
| 87 | 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.18.3.1. With float glass panes of 5.5mm thickness. |
| 88 | Filling the gap in between frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per the architectural drawings and the directions of Engineer-in-Charge.18.6.1. Upto 5mm depth and 5mm width |
| 89 | Providing and fixing 12mm thick framesless toughened glass door shutter of approved brand and manufacture, including provodong and fixing top & bottom pivot & springtype fixing arrangement and 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 seperately). |
| 90 | WATER PROOFING WORKS |
| 91 | Providing and laying water proofing treatment to vertical ana horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) I course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off juction of vertical and horizontal surface. (ii) II course of 20mm cement plaster 1:3 ( 1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) III course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm f area ( iv) IV course of 400 micron thick PVC sheet. ( Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). |
| 92 | DISMANTLING WORKS |
| 93 | Dismantling of concrete pile head complete as per drwing and technical specifications |
| 94 | EXPANSION JOINT WORK |
| 95 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /fIoor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it\"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured tobase members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the JointSystem to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063). instead of Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. |
| 96 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings anddirection of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). instead of Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick..150 mm wide. |
| 97 | Providing providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directionsincluding vertical displacement. The Joint System shall resists damage or deterioration from the |
