|
| 1 | Part -1 : Civil worksEarth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock,dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge From 0.00 to 1.50 m depth from Average Ground Level |
| 2 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-incharge |
| 3 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cuttingof reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge |
| 4 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100m lead as per direction of Engineer-in-charge |
| 5 | Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead |
| 6 | Lead charges for lead exceeding 5 KM for every 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. |
| 7 | SoilNote: The rate is applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil from corresponding STACK / TRUCK Measurement. |
| 8 | Lead charges for Debris lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Note: The rate is applicable for NET Quantities arrived at after making deduction for voids @ 30% in respect of debris. |
| 9 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 10 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of relevant IS codes including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete at all levels. |
| 11 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. |
| 12 | Providing, centering, shuttering Form work for sub-structure using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. |
| 13 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G I binding wire of minimum 16 Gauge (Excluding PVC coating), all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of Fe-550D grade or as approved of all sizes of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards. TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specification. Notes: (1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers or approved equivalent meeting the technical specifications as per relevant codes and standards and also testing third party from approved laboratories without any extra cost. (2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. (3) Cover blocks shall be of same grade of concrete. |
| 14 | Providing and Laying Autoclaved Aerated cement block masonry of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards with specified thick AAC Blocks in Superstructure above plinth level upto 20m height in cement mortar 1:4 (using crushed sand).The rate shall also include providing and placing in position 2 nos of 8mm dia bars at every third course of the masonry work. |
| 15 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge. |
| 16 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge. |
| 17 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. Note : Only area of the chicken mesh used alone will be measured. |
| 18 | Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finishedsmooth to the required level, finishing with a floating coat ofneat cement including cement slurry, providing and fixing 30X 3 mm glass strip, curing, cleaning the surface neatly at the time of handing over the area complete as per specificationsand drawings as directed by the Engineer in charge. |
| 19 | Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing including flashings and insulation etc. as per approved drawings and design complete as directed by the Engineer-in-charge including all consumables comprising of the following:Double skin insulated standing seam roofing system comprising of 0.50 mm thick colour coated / bare Al-Zinc Alloy coated steel 0.50 mm with overall width of 400 to 500mm by seaming for 100% water tightness on outer face and 0.50 mm thick inner linear sheet with galvalume sheet profile and physical material properties asspecified. These sheets shall be fixed on specially reinforced polyamide or acetylyte anti friction di electric brackets at every location for permitting unhindered, free sheet movement at all required locations. The profile shall have a special in built drainage joint at side laps to make it fully watertight even in fully submerged condition. It shall have overall depth of 100 mm from horizontal after fixing . The side laps shall be of interlocking type without requirement of any mechanical seamer.Insulation: This shall be comprising of two layers of rockwool insulation each of 50 mm thick with density of 48 kg / Cu. M. Sub Grit (Top Hat) : 1.5 mm thick Galvanised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminium sheets.Inner linear sheet of 0.50 mm nominal TCT of physical material properties as specified.Vapour Control layer : The vapour contol layer to reduce the movement of water vapour from inside the building through the roof construction to reduce the risk of condensation shall consists of 3 layer membrane to be laid continuous across its surface shall be fully sealed at laps, perimeters, penetrations to ensure effectiveness & aluminium foil of 0.50mm thick laid over insulation board. |
| 20 | Providing and fixing of profiled 3 mm thick unanodised aluminium gutter with all asssesories including welding,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary hold fastners including necessary filling up of gaps at junctions, at top,bottom and sides with required PVC / neoprene gasket etc. Aluminium sheet shall be smooth, rust free, straight, mitredand jointed mechanically whereever required including C.Pbrass / stainless screws all complete as per drawings and anddirections of Engineer-in-charge. (Cost shall be inclusive of profilling) |
| 21 | Providing Structural steel work in M.S Plain Plates and Chequrred Plates of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications conforming to IS:2062. Notes: (1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. (2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Electrodes conforming to IS 814 shall be used. (5) All test reports to be provided along with supply of materials. |
| 22 | Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like pergolas, trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including applying a coat of Zinc chromate primer of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards; all as per specifications, drawings and as directed by the Engineer in charge. Notes: (1) Grade of steel : Yst 310 with yield stregth of 310 N/mm2 or as approved conforming to the latest version of IS 4923.(2) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. (3) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. (4) Welding Electrodes from approved manufacturers or approved equivalent meeting the technical specifications as per relevant codes and standards shall be used (the electrode gives smooth radiographic quality weld with low spatter and smoke). (5) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. (6) Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. |
| 23 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer-in-charge . Up to and including 300 mm Joists, 350 mm channels, and below sections usingmaterials conforming to IS:2062. Notes : (1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. (2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Electrodes conforming to IS 814 shall be used. (5) All test reports to be provided along with supply of materials. |
| 24 | Providing and fixing at all levels MS bolts including nuts and washers of approved size,quality and approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards as per requirements and as per specifications,drawings complete all as directed at site by the Engineer in charge |
| 25 | Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge |
| 26 | Providing and fixing 75 mm thick Non Asbestos Fibre Reinforced Aerated Cement Sandwich wall panels of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards , made out of Light Weight Fibre Reinforced Aerated Cement Concrete Core Composed of Portland Cement, Fly Ash Binders Etc. and 4 to 5 mm thick Non Asbestos Fibre Cement Boards on either Side of the Core having a Tongue and Groove on Longitudinal side of the Modules . These panel Modules are Erected / Installed using Galvanised Iron Steel Tracks of suitable section as per manufactureres specification at bottom and Top of the Wall respectively including all necessary material required for Erecting and Fixing the Wall Panel Complete as per the direction of the Engineer-in Charge. For Permanent and Exterior Joints the Paste of Sodium Silicate and Fly Ash / Cement to be Applied at Tongue and Groove Interlocking Joints and on Exposed Joints with Acrylic Putty and Fibre Tape on Both Side all as per design, drawing and specification and as directed by Engineer-in-Charge. (Structural steel used for support if any required shall be paid in relevant item) .Notes : Necessary cut-outs for Doors & Windows shall be made in the wall panelling. The rate shall be inclusive of all materials & Labour required for making cut-outs and additional GI channel frame work. No deductions will be made for the cut-outs for measurement purpose. |
| 27 | Providing and laying Vitrified tiles in floor of size 600 mm x 600 mm having minimum 9 mm thickness, with water absorption less than 0.08% and conforming to IS:15622, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, in all colours and shades,in Glossy or Matt or satin finish laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints with white cement based Tile Grout of matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 28 | Providing and laying Vitrified tiles of size 1200 mm x 600 mm having minimum 9 mm thickness in skirting and riser of steps , with water absorption less than 0.08% and conforming to IS: 15622, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, in all colours and shades,in Glossy or Matt or satin finish, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477,in average 6 mm thickness, including grouting of joints withwhite cement based Tile Grout of matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. Note : Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 29 | Providing and fixing Minimum 15-17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Telephone Black colour for kitchen platforms, vanitiy counters, Wash basin Counters, Door Frames, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete as directed by the Engineer-in-Charge at all levels |
| 30 | Providing and fixing powder coating aluminium (Minimum thickness of powder coating 50 micron) work for doors, windows, ventilators, louvers and partitions with extruded built up standard tubular sections / Z Sections and other sections of wooden finish or as approved of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards confirming to IS:733 and IS: 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners 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 screws all complete as per architectural drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required (fittings, Glazing and panelling shall be paid for separately). Notes : (1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. (2) All joints shall be of mittered Joints. (3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. (4) Only Aluminium members alone shall be measured and paid for. |
| 31 | Providng and fixing Aluminium Grill 10 mm thick of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards, in natural Silver anodising of minimum 15 Microns with a opening size of 60mm x 45mm and Minimum weight of 4.12 kg/ SqM including providing and fixing Suitable 'F' / 'H' section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-charge .Aluminium alloy shall be of 6063-T6 with yield strength of minimum 6.5 kg/ Sq.mm. |
| 32 | Providing & Fixing 304 Grade Stainless steel wire fabric mesh mesh 30 Swg thick & 625 Holes per Sq. Inch for windows/ ventilators etc. complete all as directed by the Engineer-in-charge(Beading will be paid seprately). |
| 33 | Providing and fixing glazing with clear float glass panes of 6.00 mm thickness in aluminium doors, window, ventilator shutters and partitions etc. with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item).Note:- Only the clear opening of Glass Shall be measured for payment Aluminium Snap beading shall be measured and paid under relevant item. |
| 34 | Providing and fixing approved quality and shape star locks cum handle of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards for sliding shutters. |
| 35 | Providing and fixing approved quality stain less steel body roller wheels of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards for sliding shutters. |
| 36 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand or approved equivalent meeting all the technical specifications as per relevant codes and standards to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 37 | Providing and applying white cement based wall putty of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge. |
| 38 | Providing & applying Synthetic plaster / Textured Coating of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with finishes of minimum 2 mm thickness based on synthetic fibre & chemicals having acid, alkalies, fire & fungus resistance properties of approved shade and on plastered surface/ concrete surface at all levels in the same pattern of facia blocks with grooves, bands for different offsets in different colours as per approved sample including required cost of Steel Double scaffolding. The item shall include applying synthetic plaster with one base coat by trowelling followed by 3 coats of finished paint by brush supplied by same manufacturer, providing decorative finish as required including preperation to recieve plastered surface approved quality, cleaning the surface including cost of scaffolding and cost of all materials, labour etc complete as per manufacturers specifications and as directed by Engineer-in-Charge. |
| 39 | Providing and Painting with Epoxy PU paint On STEEL surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU coating as finishing coat over a priming coat of primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). Please Enable Macros to View BoQ information |
| 40 | Providing and Painting with Epoxy PU paint On STEEL surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU coating as finishing coat over a priming coat of primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). Please Enable Macros to View BoQ information |
