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| 1 | Compound wall & Other Allied works |
| 2 | Removing of existing surplus earth, rubbish and garbage through the lorry / truck including loading, unloading and transporting to out side the IITM premises including approval from local authorities like municipality/corporation complete as per the direction of Engineer in charge. Necessary deduction for voids @ of 20% will be made from the actual measured volume of rubbish. |
| 3 | Hire charges for engaging Tipper lorry for intercarting the available earth accumulated over to the venue from IIT Madras etc as directed by Engineer in charge. The rate including hire charges for Tipper, diesel, Driver bata etc., complete. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. |
| 5 | 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. All kinds of soil. |
| 6 | 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 upto 50 m and lift upto 1.5 m. |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately) .Concrete grade M-35 (Cement content 380 kgs).Boundary wall panels to have IITM logo engraved with 12mm thickness as per direction of Engineer-in-Charge. The rate includes transportation of panels from factory to site, loading and unloading, Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916, slim pads etc. |
| 11 | Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing / pump), curing etc. Complete as per directions ofEngineer-incharge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members. |
| 12 | Providing and laying of brick jelly concrete for sunken portion of laid to fully 25 mm nominal size brick jelly Concrete 1:2:4 ( 1Cement : 2 sand : 4 Brick jelly) including material and labour charges etc complete. |
| 13 | Providing and laying in position of RCC of grade M35 Concrete for walls and floors, columns, beams and slabs excluding cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc complete at all levels as per the direction of Engineer in charge. (minimum cement content 380 kg/cum + fly ash as per IS 456). |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto fifth floor. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Brick work with Fly ash solid concrete blocks of class designation M10 grade at all levels Cement mortar 1:4 (1cement :4 coarse sand / M sand) |
| 16 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure below/above plinth level up to floor V level. Including providing 2 Nos of 6mm rods at every third course Cement mortar 1:3 (1 cement :3 coarse sand) |
| 17 | 12 mm thick cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 18 | 20 mm thick cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 19 | Providing and applying cement based putty M/s Birla or equivalent of upto 2 mm thickness over plastered surface to prepare the surface even and smooth etc complete |
| 20 | Structural galvanised steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | Providing and fixing CNC cut 3 mm thick GI sheet on the channels (The pattern and color shall be provided by the Engineer-in-Charge during execution of work) The weight of sheet shall not be less than 23.55 Kg/Sqm |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work and over an under suitable shade with ordinary paint of approved brand and manufacture to give an even shade |
| 23 | Exterior painting: (Fresh work including complete scraping / surface preparation, as appropriate base (primer) coat and top two or more coats). Applying exterior paint of approved colour, make, brand and product at the approved rate of surface coverage of painting (As per Annexure A.1.1). The exterior paint shall be applied over dry surface after complete scraping and removal of all loose or defective paint or powdery residue using mechanical methods with Zero dust vaccum technology followed with High pressure Jet washing and sealing the surface with necessary exterior base coat or primer before application of top coat of exterior paint. The contractor shall also carryout necessary surface preparation including removal of loose plastering, patch plastering, crack filling, micro-concreting, application of damp proof coating and making good the wall surface etc wherever required before applying base or primer coat. The contractor should ensure complete covering of floors using tarpaulin / plastic sheet while taking up the work. The work shall be executed as per the detailed specifications and special conditions mentioned in the Annexure 1. The rate quoted shall be inclusive of charges towards all labour, material, transport, scaffolding, safety arrangements, Personal Protective Equipments (PPE), tools and plants etc but excluding the cost of waterproofing, attending to leakages and major civil repair works if any. The Paint manufacturer shall inspect the work in every stage, submit inspection / field test report, certify the product / application and give 10 year Guarantee |
| 24 | Interior painting: (two or more coats over a primer coat including complete scraping, other surface preparation like removal of loose paint residuals, damaged plastering, repairs to plaster, white cement based (JK / Birla) touch up putty / primer and making good the wall surface etc) Applying interior paint of approved colour, make, brand and product at the approved rate of surface coverage of painting as per Annexure A.1.3. The interior paint shall be applied over dry surface after complete scraping and removal of all loose or defective paint or powdery residue using mechanical methods with Zero dust vaccum technology followed with sealing the surface with a coat of approved interior primer before application of top coat of exterior paint. The contractor shall also carryout necessary surface preparation including removal of loose plastering, patch plastering, crack filling, micro-concreting, application of damp proof coating and making good the wall surface etc wherever required before applying primer coat. The contractor should ensure complete covering of floors using tarpaulin / plastic sheet while taking up the work. The work shall be executed as per the detailed specifications and special conditions mentioned in the Annexure 1. The rate quoted shall be inclusive of charges towards all labour, material, transport, scaffolding, safety arrangements, Personal Protective Equipments (PPE), tools and plants etc. |
| 25 | Providing and fixing 18mm thick mirror polished, machine cut Granite for kitchen platforms, vanity counters, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1 : 4 (1 cement : 4 coarse sand / M sand) Granite black Area of each slab above 0.50 sqm Base price of the granite shall not be less than Rs.140 (Excluding GST @ 18%) |
| 26 | Extra for providing edge moulding to 18mm thick stone counters, vanities etc., including machine polishing to edge to give high glass finish etc., complete as per design approved by Engineer - in –charge Granite work |
| 27 | Providing and fixing polished brass lettering/pattern over the existing RCC surface |
| 28 | Providing and Fixing colour anodized 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 scews or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / Stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in- charge. (Glazing and panelling to be paid for separatelly) For fixed portion & shutters Anodised aluminium (anodised transport or colour anodized dyed to required shade according to IS 1868, Minimum andioc coating of grade AC 15) |
| 29 | Providing and fixing factory made single extruded WPC (wood polymer composite) solid decorative type flush door shutter of required size comprising of virgin polymer of k value 58-60(suspension grade) calcium corporate and natural fibers (wood powder/rice house/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms) having minimum density of 500 kg/cum and screw with drawned strength of 1800 n(face) x 900 n (edge) minimum. Compressive strength 50n/mm2 and resistance to spread of flame of class A category with property of being termite/borer proof. Water/moisture proof and fire retardant WPC to be laminated with PVC fail of minimum of 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk ss screws, all as per directions of engineering in charge. 28mm thick. Including 3X2 door frames |
| 30 | Providing and fixing Aluminium Louver with adjustable channels for the ventilator opening in the partition. The adjustable mechanisum of appropriate size and Jindal make including necessary screws etc. complete. |
| 31 | Providing and fixing of glazing to door/ window/ ventilator shutter and partition etc with pvc neoprene gasket / wooden reapers / necessary adhesives etc complete as per the direction of engineer in charge (Saint Gobain / Modifloat). 4mm thick float glass |
| 32 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 33 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grout as per Manufacturers specification and matching pigments etc., complete. Any Size as Instructed by the Engineering In Charge |
| 34 | Providing and laying floor first quality antiskid ceramic tiles (Johnson/Kajaria/Somany) for floors of size 300x300x7mm or higher size and minimum thickness of approved shade and pattern in flooring for toilet on bed plaster CM 1:4 (1 cement: 4 coarse sand / M sand), 20mm thick with sieved sand mixed with approved water proofing compound including pointing the joints with white cement and matching pigment etc., complete. |
| 35 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. |
| 36 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.25 mm nominal dia Pipes |
| 37 | Providing and fixing on wall face unplasticised - Rigid SWR pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion (Finolex/Prince/Supreme). Rate includes all tees, bend, union, elbow etc. |
| 38 | 160 mm Dia |
| 39 | 110 mm Dia |
| 40 | Providing and fixing square-mouth PVC gully trap with PVC grating, brick masonry chamber with water tight SFRC LD 2.5 cover with frame of 300 x300 mm size (inside ) the weight of cover and frame shall be as per ISI standard design : with flyash cement concrete block (F.P.S.) of class designation 100 (crushing strength not less than 100 kg/sqcm) 100 x 100 mm size P type |
| 41 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With Flyash bricks of M 10 |
| 42 | Providing and fixing of CP Health Faucet in Metro make including all necessary fittings etc. Complete |
| 43 | Providing & fixing 15mm dia CP brass metro 2 in 1 tap (Tap with angle valve) of approved brand and specification with CP extension nipple of required length, CP flange and making good the walls |
| 44 | Providing and fixing white vitreous china pedestal type (European type / Wash down type) water closet pan including necessary trap. (Hindware / Parryware) |
| 45 | Providing and fixing wash basin with CI / MS brackets, 15mm CP brass pillar taps, Kingston / Gem / Techno / Parko, 32mm CP brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls and floors where ever necessary. (Hindware / Parryware/ Somany) White Vitreous China Flat back wash basin size 550 x 400 or 500x400mm with a single 15mm CP brass pillar taps |
| 46 | Providing and fixing of PVC moulded Box type Mirror with screws and etc. complete 19\\"x12\\" or equivalent size. |
| 47 | Providing and fixing PVC heavy duty nahini trap of dia 150mm |
| 48 | Providing and fixing White vitreous china flat back half stall urinal of 580x380x350mm with white , Parryware / Hindware / Seabird / Orient(Coral) with fittings, standard size CP brass flush pipe, spreaders with unions and clamps complete as directed by Engineer -In-Charge |
| 49 | Supplying and fixing FRP tank made using randomly packed glass fibre reinforcement of required capacity using Drinking water potability polyester Food Grade Resin(inner Layer ) as the matrix. The outer layer of the tank should be Laminated with Ultra Violet Stabilised polyester resin as the binding fiber matrix. The wall thickness and the physical properties of tank should confirm BS 4994:1987 standards. Wall Thickness minimum 4.0mm. Necessary test certificate should be submitted by the manufacture for leak proof test conducted as per BS 4994:1987. The rate inclusive of supply, erection of tank with all accessories, including lifting of tank to terrace level etc. complete. The tank also should provided with manhole cover with locking facility, inlet and out let pipes etc., complete. |
| 50 | Supplying and spraying single component Polyurethane (PU) water proofing coating (MC-HYPERDESMO / MARISEAL-250 or equivalent) which cures with the atmosphere humidity. The layer should produce a highly elastic membrane with strong adhesion to many types of surfaces. The product should be based on pure elastomeric hydrophobic polyurethane resin plus special inorganic fillers, to produce excellent mechanical, chemical, thermal, UV and natural element resistance properties. The product should be applied with airless spraying in two or more coats with minimum PU consumption of 1.5-1.8 kg/m2. The rate is inclusive of necessary surface preparation to receive the waterproofing coating. |
| 51 | Providing and laying in position of Non-structural Light weight concrete - Xlite of M/s.Nuvoco brand or equivalent with 1200 kg/cum density using Expanded Polystyrene beeds (EPS) in terrace over lay / Sunken fil / Floor built up excluding cost of centering, shuttering, finishing and reinforcement if required complete at all levels as per the direction of Eningeer- in -charge. (minimum cementitious content 350 kg/ cum including fly ash). |
| 52 | Supplying and fixing Ceramic based SRI tile of size 300 x 300mm having SRI above 79 laid on roofs jointed with cement mortar 1 : 4 (1 Cement : 4 M sand) mixed with 2% of integral water proofing compound and 3mm thick spacer with ABC grouted the tiles joints with epoxy base mortor ie. AB Ceramics PRODUCT : AB CERAMICS |
| 53 | External Development |
| 54 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 55 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 56 | 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. |
| 57 | Supplying and laying of 60mm thick M30 grade Interlocking concrete blocks (rubber moulded) of various design including perforated / grass paver blocks tested in accordance with BS6717 Part-I, 1986; manufactured using homogeneous designed concrete mix, vibro-compaction process, weigh batching and high speed pan mixing suitably cured in controlled conditions and laying the same over a 50mm thick M-sand bedding layer level and slope etc., |
| 58 | Supply of RCC precast box culvert of M40 or higher Grade concrete using Fe 500 Grade reinforcement (weight of the reinforcement assumed as not less than 100 Kg/ cum). The rate is including loading, transport and unloading charges, placing at site etc., complete.The box element should withstand IRC Class AA loading norms. |
| 59 | Supplying and fixing GI base clamp (galvanised) for laying/ fixing pipe lines of various diameter on walls, the rate inclusive of necessary U-clamp for fixing pipes, acnchour fastner for fixing the clamp etc complete. |
| 60 | Providing and laying of 300mm dia heavy duty RCC Hume pipe NP3 grade as per Indian standards with collar joints and stilt mixture CM 1:2 etc. complete |
| 61 | Hire charges for providing temporary barricading using GI corrugated sheet to a height of 3m. The GI corrugated sheets of 0.4mm thick shall be fixed to the framework made out MS pipe frame work as per the direction of Engineerincharge. The bottom of barricade should be covered with green garden net up to a height of 0.60m. |
| 62 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia |
| 63 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia |
| 64 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200mm Dia |
| 65 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 450 mm dia piles |
| 66 | Add for using extra cement in the items of design mix over and above the specified cement content therein for making it as M35 |
| 67 | Supply, fixing, testing and commissioning of 5-stage advanced FRP (Fibre Reinforced Plastic) (atleast 4mm thick) Bio-Septic Tank complete in all respects, manufactured using Polygrass Mat and Woven Roving Mat, having 3 internal partitions and 5 treatment compartments incorporating Polygrass Mat media, Bio-Media and Innoculum Powder for effective anaerobic biological treatment, including unloading at site, excavation and digging to required depth, preparation of sand bed with M-Sand or River Sand (R-Sand), placing, leveling and backfilling, all necessary civil works, supply and fixing of inlet and outlet pipes and fittings, vent arrangements, jointing materials, providing required water, engagement of plumber, mason and supporting labourers, and arrangement of JCB or any other machinery required for excavation and installation, complete as directed and approved by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
