Construction of Class Rooms and Toilets for Kasturba Gandhi Balika Vidyalaya at Gudibande, Chickaballapur.

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Maximum value of works excuted during the followinf 5 years. . (In Lakhs)

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DETAIL OF WORK ON HAND UPTO N-Months (N-contract period) [For Bid capacity calculation] NOTE : PROVISION for 10 works are given. If more, a separate similar sheet to be made showing all the works with all details as per this FORMAT and same to Uploaded. However, 9 works details to be provided and balance work value of other works to be added and to be provided in 10th row as OTHER works.

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Work Schedule for completion of works with in stipulated time [Please enclose action plan / bar chart as to indicate the completion of work, within the scheduled time (contract period)]

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Latest Over draft Facilties with Bank enter Name of Bank, Date of Issue and Value of Over Draft

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Experience of having successfully completed similar works during last 7 years ending last day of previous month. [Work experience certificates / Completion certificates should be uploaded for verification]. [Latest work experience certificate may be uploaded] (i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of the estimated cost. [Amount put to the Tender]

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Type of Work [ Incase of private works the same shall be supported with TDS certificate]

Type of Work [ Incase of private works the same shall be supported with TDS certificate]

work done

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DEAILS OF TECHNICAL PERSONNEL AVAILABLE( if space provided is insufficant separate sheet to be uploaded with the same format as below)

Name of members or technical personllel avalable in the organization

DETAILS OF MACHINERY AVAILABLE

Name of Mechinery

Concrete Mixers - Type etc

Vibrators - Diesel - Electrical

Weiding equipment's

a) Rectifiers

b) Welding Generators

Erection equipment's

Cranes-

Hoists-

Lifts-

Water Lifting motor pumps

a) Diesel

b) electric

Drilling Equipment's

Compressors

Trucks

Stone crushers

Bitumen hot mixture plant

Bitume boiler

Rollers

Batching plants

Vibratory rollers

Generators

Cranes-Details

Concrete pumps

Road Pavers

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Transit mixers

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Weight batches

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DECLARATION

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Tender Document Cost and EMD details

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Average annual financial turn over during the last 3 years, ending 31st March 2024 [ should not be less than 30% of amount put to tender] and details for last 5 years to be provided to assess the bid capacity. The values provided to be supported by uploading Balance Sheet along with Profit & loss account statement. . (In Lakhs)

Specification

Removing / transporting the surplus excavated earth including debris, vegetation waste, concrete waste, etc., to a distance upto 5000m / outside I.T.I premises / to contractor's own yard including loading, unloading, depositing, spreading, levelling, etc, all complete as directed by Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing, etc., (exceeding 30cm in depth, 1.50m in width as well as 10Sq m on plan) including removal of vegetation and in-equalities, shoring, strutting for protecting the sides of foundation if required, removing slips or falls in excavation, forming steps in sides of deep excavations and their removal or covering up, levelling, ramming the bottom of excavation, getting out and disposal of excavated earth lead upto 50 m for all lifts with all labour, tools & tackles, plant & machinery, hire & fuel charges, etc., all complete as directed by Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas in all kinds of soft / hard soil for foundations, footings, column pedestals or members as per the drawing etc., (exceeding 30 cm in depth, 1.50 m in width as well as 10 sqm on plan) including removal of vegetation and in-equalities, shoring, strutting for protecting the sides of foundation if required, removing slips or falls in excavation, forming steps in sides of deep excavations and their removal or covering up, levelling, ramming the bottom of excavation, getting out and disposal of excavated earth lead upto 50 m and lift from 1.50m to 3.0m with all labour, tools & tackles, plant & machinery, hire & fuel charges etc.,all complete as directed by Engineer-incharge.

Returning / Filling in available useful excavated earth (excluding rock) free from salts, organic or other deleterious matter (Other than black cotton soil & rock, etc.,) in trenches, plinth, sides of foundations, etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by watering, breaking / removing clods exceeding 50mm, ramming and consolidation, etc., with all labour, tools & tackles, plant & machinery, etc., lead up to 50m and for all lifts, etc., all complete as directed by Engineer-in-Charge.

Providing and laying in position 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) excluding the cost of centering and shuttering - All work up to plinth level, including mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions etc, but excluding the cost of centering and shuttering, all complete as directed by the Engineer-in-Charge.

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 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc., all complete as directed by the Engineer-in-Charge.

Supplying, mixing and placing plain cement concrete (1:2:4) of required thickness using 20mm nominal size down graded hard stone/granite aggregate in accordance with IS 456 in Cills, fillets, coping, etc., upto floor five level, including formwork, mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions, etc., but excluding the cost of centering, shuttering and finishing, etc., all complete as directed by the Engineer-in-Charge.

Providing and laying in position cement concrete excluding the cost of centering and shuttering for all work up to plinth level including flooring of 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources), etc., all complete as directed by the Engineer-in-Charge.

Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 330 Kgs/m3 design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / 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, consolidation, levelling, curing, scaffolding, all materials, labour, carriage for all leads & lifts; but excluding the cost of centering, shuttering, finishing and reinforcement, etc., as per direction of the Engineer-in-Charge. Note: (i) Site design mix to be obtained from Govt. / NABL laboratory for site batching concrete. (ii) Small quantity is as approved by EIC in volumetric proportion.

All works upto plinth level including necessary openings and packing if any for laying pipes, cables, etc.,

All works above plinth level upto floor V level including necessary openings and packing if any for laying pipes, cables, etc.,

Formwork (Centering and shuttering including strutting, propping etc, and removal of form) for the following RCC members which are defined as below, in fair finished by providing timber, wooden planks, runners / M.S. sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including M.S. bolts nuts and washers, temporary openings, filleting for a stop, chamfered edges, internal / external splayed, rounded angles or grooves for forming throating including making temporary openings in the forms for pouring concrete etc., all complete as directed by the Engineer-in-Charge for the sub-items mentioned below. Note: Formwork material is contractor's own property and shall be removed after completion of work.

Foundations, footings, bases of columns, bed concrete, ramp concrete, pedestal, etc., for mass concrete

For Roofs, landings, suspended floors, Slabs supported on walls, roofs, landings, balconies, access platforms, Gutters, decks, etc.,

Plinth beams, Lintels beams, room beams, beams, girders, bressumers and cantilevers, etc.,

For Columns, Pillars, Piers, etc.,

Chajja, Weather shade, Canopies, Corbels, etc., including edges

Edges of slabs and breaks in floors and walls under 20cm wide

Stairs, (excluding landings)

Supplying, straightening, fabricating (cutting & bending), placing in position and binding steel reinforcement of TMT bars of not less than Fe 500 D conforming to IS 1786 for all concrete reinforcment members / works above / below plinth level, including cutting to length, bending to shape required, including cranking, bending spirally for hooping for column, hooking ends and binding with mild steel wire (Annealed) not less than 0.90mm dia or securing with clips, including fixing and bracing, wastage, welding, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it, etc., complete all as per specifications, drawings and as directed by the Engineer-in-Charge. Note: a) Only authorized laps, chairs etc. shall be considered for measurement. b) The exposed Reinforcement bars shall be coated with cement slurry.

Brick work with common burnt clay bricks of class designation 7.5 in superstructure above plinth level in all shapes and sizes, including hoisting and setting in position with cement mortar 1:6 (1 cement : 6 coarse sand) and along with necessary finishing, making or leaving holes & chases and making good, etc., all complete as directed by the Engineer-in-Charge.

Half brick masonry with common burnt clay bricks of class designation 7.5 in superstructure above plinth level in all shapes and sizes, including hoisting and setting in position with cement mortar 1:4 (1 cement : 4 coarse sand) and along with necessary finishing, making or leaving holes & chases and making good, etc., all complete as directed by the Engineer-in-Charge.

Supply and Construction of Sized stone masonary works with CM (1:6) in foundation and plinth by placing the stones in layers, packing, leveling, curing and finishing the joints as per site requirement, etc., all complete directed by the Engineer-in-Charge.

Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt of Wedge expansion type etc complete as per direction of Engineer-in-Charge.

Fastener with threaded dia 6mm each

Fastener with threaded dia 10mm each

Providing and fixing M.S. grills of required pattern to steel windows / walls / in frames of windows, ventilators, etc., and approved design using MS structurals such as M.S flats, angles, round / square bars, etc., including necessary cutting, welding, embedding in concrete, masonry, etc., including priming coat with approved steel primer, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing Fly proof stainless steel grade 304 wire gauge with 0.50mm dia. wire and 1.40mm wide aperture to the windows, ventilators, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge.

Supplying, fabricating and fixing second class teak wooden plain, solid, straight chowkats and frames of doors, windows, partitions, wall panelling frames and other frames, wrought framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints and fixed to wall or in position with hold fast lugs or with dash fasteners of required dia & length etc., all complete as directed by the Engineer-in-Charge.

Providing, fabricating and fixing 30mm thick flush door shutters for Toilet entrance conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood & lipping with 2nd class teak wood battens 25mm minimum depth on all edges and well matched teak 3ply veneering with vertical grains or cross bands including ISI marked Stainless Steel butt hinges with necessary screws and face veneers on both faces of shutters and provision of rebates, suitable blocks for taking mortice locks, latches or other fittings, fitting to frames / chowkats, etc., all complete as directed by the Engineer-in-Charge.

Providing, fabricating and fixing 35mm thick flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood & lipping with 2nd class teak wood battens 25 mm minimum depth on all edges and well matched commercial 3ply veneering with vertical grains or cross bands including ISI marked butt hinges with necessary screws and face veneers on both faces of shutters and provision of rebates,suitable blocks for taking mortice locks, latches or other fittings, fitting to frames/chowkats etc., all complete as directed by the Engineer-in-Charge. Note: Fittings / hardware shall be paid separately.

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section [90 x 45]mm having single rebate of [32 x 15]mm to receive shutter of 30mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing to existing door frames 30mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels, including provision of internal wood lipping, rebates, suitable blocks for taking mortice locks, latches or other fittings, fitting to frames / chowkats, etc., conforming to IS: 14856, etc., all complete as directed by the Engineer-in-Charge.

Providing [40 x 5]mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block [30 x 10 x 15]cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size), etc., all complete as per direction of Engineer-in-Charge.

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc, all complete as directed by the Engineer-in-Charge.

Providing and fixing bright finished brass 100mm mortice latch and lock of 6 levers, vertical type, and a pair of lever brass handles of approved quality, polished bright of approved manufacture to door with all necessary screws, bolts, nuts and washers of approved manufacture, etc., all complete as directed by Engineer-in-Charge.

Supplying and fixing the Polished (bright finished) brass barrel type tower bolts 250mm long X 10mm with barrel of extruded sections of brass, of approved make and rolled or drawn brass bolt, design to door with all required screws, bolts, nuts, washers, etc., conforming to IS 204 (Part 2) all complete as directed by the Engineer-in-Charge.

Providing and fixing aluminium sliding door bolts (aldrop) of [250 x 16]mm , ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws, etc, all complete as directed by the Engineer-in-Charge.

Providing and fixing 20mm dia chromium plated brass curtain rod /Towel rail of 600mm long with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves, etc., wherever necessary, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing bright finished brass butt hinges [125 X 70 X 4]mm with necessary screws, etc., all complete as directed by Engineer-in-Charge.

Providing and fixing stainless steel (Grade 304) railing of approved size / design by welding, etc., made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts, etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners, etc.), etc., all complete as directed by the Engineer-in-Charge.

Providing and laying Double Charged vitrified floor tiles polished finish size of tile Size of [600 X 600]mm or nearest available size in floors over a screed of cement mortar (1:4) 20mm thick for Paper Joint (Thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 course sand), including grouting the joints with grey cement slurry @ 3.30 Kgs/Sq m including grouting the joints with white cement and matching pigments, etc., all, complete as directed by he Engineer in-Charge.

Providing and laying Glazed vitrified tiles Matt/ Anti skid polished finish size in floors as indicated below for Paper Joint of tile size of [600 X 600]mm / as per site required size (Thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 course sand), including grouting the joints with grey cement slurry @ 3.30 Kg/Sq m including machine cutting, grouting the joints with white cement and matching pigments, etc., all, complete as directed by he Engineer-in-Charge. Note: Quoted rate shall be inclusive of screed, pointing, etc.,

Providing and laying Vitrified tiles in Skirting / Dadoo for walls / wall clad over a screed of cement mortar (1:3) -Size of Tile [600 x 600]mm or nearest size available (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.30 kgs/Sq m including grouting the joint with white cement & matching pigments, etc., all complete as directed by he Engineer-in-Charge.

Providing and laying flamed finish Granite stone of Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent colour for flooring, ramps in required design and patterns and skirting steps including treads & risers 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 jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing, round nosing, etc., all complete as specified and as directed by the Engineer-in-Charge.

Providing and laying Polished Granite stone flooring of any colour except Black / Cherry / Red of all colour and texture 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 : 4coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing, etc., all complete as specified and nosing directed by the Engineer-in-Charge.

Providing, applying and laying 12mm thick cement plaster work in for internal / External areas of Ceilings, Chajjas bottoms, in floor, etc., in CM (1:4) including forming grooves not exceeding 10mm wide and not exceeding 10mm deep as per requirement as directed including preparation of surface by hacking, etc., at all levels with necesary materials, labour, scaffoldings, curing, tools and tackles, plants, etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge.

Providing, applying and laying cement mortar (1:6) plastering 15mm thick on brick / solid blocks / lath plastering / concrete, below tiles for matching the height surfaces, finished even and smooth with trowel for Internal / External walls, etc., including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, including making grooves as per the requirement not exceeding 10mm width and not exceedinh 10mm deep with necesary materials, labour, scaffolding, curing, tools and tackles, etc., at all heights, etc., all complete as directed by the Engineer-in-Charge.

Providing, applying and laying 18mm thick cement plaster work in two coats for external areas including two layers over lath plastering, etc., as directed. First coat 12mm thick in cement mortar (1:5) made rough to recieve top coat, second coat 6mm thick in cement mortar (1:6), final surface finished with a floating coat of neat cement after necessary preparation of surface, at all levels including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, along with mixing of water proofing material (material is paid separately), with necesary materials, labour, scaffoldings, curing, tools and tackles, plants, etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge.

Painting newly plastered external surfaces with two or more coats applied at 1.43 litre / 10 Sq m / as per manufacturer specifications of 100% premium acrylic emulsion paint having VOC less than 50 grams/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint with silicon additives of approved make, colour, shade, tint & pattern at all levels, over and including a coat of approved acrylic primer including preparing the surface by removing loose dirt and any organic growth, filling of cracks, necessary scaffolding, etc., all complete as directed by the Engineer-in-Charge. Note: The paint shall have anti-algal, anti-fungal, UV resistant & anti-tarnishing qualities with 100% acrylic base and silicon or elastomeric additives.

Painting the old plastered external surfaces with two or more coats applied at 1.43 litre / 10 Sq m / as per manufacturer specifications of 100% premium acrylic emulsion paint having VOC less than 50 grams / litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint with silicon additives of approved make, colour, shade, tint & pattern at all levels, including preparing the surface by removing loose dirt and any organic growth, filling of cracks, scrubbing / scraping the old paint surfaces with necessary scaffolding, tools, tackles, etc., all complete as directed by the Engineer-in-Charge. Note: The paint shall have anti-algal, anti-fungal, UV resistant & anti-tarnishing qualities with 100% acrylic base and silicon or elastomeric additives.

Painting Steel surfaces of any description with two coats of synthetic enamel paint of approved colour,brand and manufacture to give an even shade, including preparation of surface by rubbing with fine grade of abrasive paper to ensure smooth etc., all complete as directed by the Engineer-in-Charge.

Painting newly plastered interior surfaces of Walls and Ceiling with two coats of premium acrylic emulsion paint of interior grade having VOC (Volatile Organic Compound) content less than 50 grams / litre conforming to IS 15489, of approved make, brand, colour, shade, tint, manufacture & pattern at all levels, including preparing the surface by removing loose dirt and any organic growth, smoothening the surface by using suitable emery paper, filling crevices and finishing even and smooth by providing and applying white cement based putty of average thickness of 1mm in 2 coats of approved brand and manufacture over the plastered wall surface and followed by the applying priming coat with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content With water thinnable cement primer on applied putty having VOC content less than 50 grams/litre, necessary scaffolding, etc., all complete as directed by the Engineer-in-Charge.

French Polishing on wood work on New work with two or more coats including a coat of wood filler, etc., all complete as directed by the Engineer-in-Charge.

Disconnecting the overhead / terrace PVC water storage tank of any size from water supply line and removing from terrace including shifting to ground level, etc., all complete as per directions of Engineer-in-Charge.

Dismantling 15 to 40mm dia G.I Pipe including stacking of dismantled pipes as per the directions of EIC exposed work, etc., all complete as directed by Engineer-in-Charge. [Rate is including providing temporary dummies, stppers, etc.,]

Providing & fixing White vitreous china water closet squatting pan (Indian type-W.C Pan of size 580 x 440mm) or nearest availabe size as per manufacturer along with "S" or "P" trap including dismantling of old WC seat if any and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, etc., all complete as per the direction of Engineer-in-Charge.

Supplying, Laying and compacting of granular sub-base in flooring, subbases, ramps, etc., upto plinth level of requisite grading by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., complete as per specifications and directions of Engineer-in-Charge.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with W.C. pan with ISI marked white solid plastic seat 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, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing, testing and commissioning 8mm dia C.P. / S.S. Jet (health faucet ) with flexible tube upto 1metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved with necessary fittings, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing of toilet paper holder of C.P brass type, etc., all complete as specified and directed by Engineer-in-Charge.

Providing and fixing [600 x 450]mm beveled edge mirror of minimum 4mm thick superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing White Vitreous China Wash basin of size [630 x 450]mm or nearest available size of approved make with a pair of 15mm C.P. brass pillar tap of approved model & make, C.I. brackets, 32mm C.P. brass waste fitting, 32mm dia semi-rigid PVC waste pipe, including painting of fittings and brackets, cutting and making good the walls, connecting to floor trap and with all necessary fittings and accessories, etc., wherever require, all complete as directed by the Engineer-in-Charge.

Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour, etc., all complete as directed by the Engineer-in-Charge.

Providing, fixing, testing and commissioning trap (floor trap) of approved make with 100mm inlet and 75mm outlet of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors, connection with PVC soil / waste pipe, necessary 150mm thick cement concrete (1:2:4) for embedding the trap, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing of ball valve (brass) 25mm nominal bore dia, of approved quality, High or low pressure, with plastic floats, screwed for iron pipe or brass ferrule and fixed, including necessary fittings, i.e flynut, etc., all complete as directed by the Engineer-in-Charge.

Providing and placing in position at 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, etc., all complete as directed by the Engineer-in-Charge.

Supplying, jointing, testing and commissioning, approved make GM body gate valves with C.I wheel and screwed ends, etc., complete all as directed by the Engineer-in-Charge.

Providing and fixing C.P. brass bib cock of 15mm nominal bore dia and approved quality conforming to IS:8931, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing Concealed Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, fixing the pipe with clamps at 1.00m spacing, necessary reducers, tank adaptors, etc., 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 and making good the walls, etc., complete as per direction of Engineer in Charge.

15mm dia

20mm dia

25mm dia

32mm dia

Constructing masonry Chamber of miminum size [30 x 30 x 50]cm inside, with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement :4 coarse sand) for saniatryline/stopcock, with C. I. surface box (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (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 : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design, etc., complete as per direction of Engineer in Charge.

Constructing brick masonry manhole of Inside size [90 x 80]cm and 45cm deep including C.I. cover with frame (light duty) [455 x 610]mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) using Sewer bricks conforming to IS : 4885 in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, etc., complete as per direction of Engineer in Charge.

Constructing brick masonry manhole of Inside size [120 x 90]cm and 90cm deep including C.I. cover with frame (medium duty) 500mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) using Sewer bricks conforming to IS : 4885 in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40mm nominalsize), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, etc., complete as per direction of Engineer in Charge.

Providing, fabricating and fixing aluminium work for partitions,Curtain wall frames, flats, covers, Ventilators, Windows, louvers, doors, etc., frame work., (Min. thickness of powder coating 50 microns) made up of aluminium extruded sections, Ventilators: conforming to designaton 63400 of IS 1285 and of approved make, Sliding Window Frame: Top and side sections of the frames to accomodate the shutter section. d) Bottom section of the frame shall be with gutter 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, e) Shutters are to be provided with galss of approved size for two shutters and stainless steel fly proof mesh for one shutter fixed with good quality tapered aluminium interlocking screwless snap on type glazing clip not less than 0.90mm thick. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, etc., all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing, Panelling, fly proof mesh will be paid seperately).

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions, etc., With float glass panes of 5mm thickness (weight not less than 12.50 kgs/Sq m) along with EPDM rubber / neoprene gasket, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge.

Aluminium work for shutters of doors, windows i.e Powder coated aluminium windows (minimum thickness of powder coating 50 micron) & ventilators in moving position including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required including necessary accessories, etc., all complete as per the architectural drawings and the directions of Engineer-in-Charge .

Providing and laying integral cement based water proofing treatment With average thickness of 120mm and minimum thickness at khurra as 65mm including preparation of surface as required for treatment of roofs, (a) Applying a slurry coat of neat cement using 2.75 kgs/Sq m of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kgs / Sq m of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of [300 x 300]mm square 3mm deep.

Supplying of Water proofing materilas to be mixed with the external plastering, etc., all complete as directed by Engineer-in-Charge.

Supplying, laying, testing and commissioning the following dia PVC pipes of 6 kgs/cm² SWR grade and of approved make with rubber ring joints conforming to IS 5382, jointed together with solvent, in trenches and floors, including all necessary fittings & specials, bends, branches, sockets, pipe cutting and wastages, cutting and making good the floors, etc., all complete as directed by the Engineer-in-Charge.

75mm dia

110mm dia

Providing and fixing (Jaguar make) C.P liquid soap holder with dispenser of available size and standard shape with bracket of the same materials with snap fittings of approved quality and colour, including cutting and making good the walls, etc., all complete as directed by the Engineer-in-Charge.

Providing and fixing (Jaguar make) C.P brass Angle cock with all necessary fittings along with washers, leak proof rubber gasket arrangement and packing with white cement, etc., all complete as directed by the Engineer-in-Charge.

Dismantling and Demolition of existing building at Gudibande Taluk of approximate sizes of (12.50m x 4.0m) of 1Nos.and (4.0m x 3.0m) of 1 Nos. Description comprising of Foundation OF ssm/R.C.C with supertsructure including masonary,beams,slabs or covered roof sheet tile fixed on wooden/metal supports and jalli works of PVC/ door/aluminum, etc., scope of work including any scaffolding required and covering of area and removal and disposal of debries as per govt. Rules/ Direction, etc., all complete as directed by the Engineer-in-Charge. NOTE: all reuseable / valuable material /items handover to concern department or as directed by the EIC.

Rupees One Crore Thirty Three Lakh Forty Six Thousand One Hundred Seventy and Thirteen Paise Only

Supply and fixing on existing wall / ceiling, testing & commissioning of surface mounting, Batten type 2X18W/20W T8 LED Tube light (four feet) Luminaries with minimum lumens output Efficacy of minimum100 lm/W., comprising of white powder coated CRCA sheet steel housing, operating on single phase 230V 50Hz AC supply, built-in electronic driver, LM 79 certification for luminaire. Other standard accessories including necessary inter-connections and supply of 2 Nos of 18/20W T8 LED Tube, complete in all respects and as directed by engineer-in-chage. Make & model: The LED tube & batten shall be of CROMPTON-IGP161LT8-16.2XT8+LT8-20-865-(2) /Equivalent model of approved make luminaries which meets the above technical specification. complete in all respect and as directed by Engineer-in-charge.

Supply and fixing on existing wall / ceiling, testing & commissioning of surface mounting, Batten type 1X18W/20W T8 LED Tube light (four feet) Luminaries with minimum lumens output Efficacy of minimum100 lm/W., comprising of white powder coated CRCA sheet steel housing, operating on single phase 230V 50Hz AC supply, built-in electronic driver, LM 79 certification for luminaire. Other standard accessories including necessary inter-connections and supply of 1 No of 18/20W T8 LED Tube, complete in all respects and as directed by engineer-in-chage. Make & model: The LED tube & batten shall be of CROMPTON-IGP161LT8-16-1XT8+LT8-20-865/Equivalent model of approved make luminaries which meets the above technical specification. complete in all respect and as directed by Engineer-in-charge.

Supply and fixing on ceiling as per site requirement testing & commissioning of Square type Surface mounted LED downlighter with PDC aluminium housing and high translucent frosted plastic diffucer makes it a robust luminaire, wattage not less than 18W LED lighting fixture, lumens efficiency ≥ 100lm/w at luminaire level, effficent heat sink, operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V. 79 certification for luminare & LM80 certificate for LED shall be produced. including control gear, power factor of control gear shall be >0.90. Crompton model no:LCDSPLN-S-18-CDL Equivalent model in other approved makes luminaries which meets the above technical specification. LED used in the luminaire should be one of approved make as per approved make list of HAL.

Supply and fixing on ceiling as per site requirement including testing & commissioning of round type Surface mounted LED downlighter with PDC aluminium housing and high translucent frosted plastic diffucer makes it a robust luminaire, wattage not exceeding 12W LED lighting fixture, lumens efficiency ≥ 100lm/w at luminaire level, and lumens output not less than 1200 lumens, effficent heat sink, Colour temprature shall be ≥5700K, operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V. 79 certification for luminare & LM80 certificate for LED shall be produced. including control gear, power factor of control gear shall be >0.90. Crompton model no:LCDSPLN-S-12-CDL/Equivalent model in other approved makes luminaries which meets the above technical specification. LED used in the luminaire should be one of approved make as per approved make list of HAL.

Supply, fixing directly to the ceiling/wall using suitable mounting arrangements testing & commissioning of surface mounting Decorative type 10W LED mirror light fitting, including driver, the driver shall have PF >0.9 and Colour temprature shall be ≥5700K, THD <20% operating on single phase 230V voltage 50 Hz AC supply with voltage range 140-270V including necessary interconnections complete in all respect and as directed by EIC. The lighting fixture shall be Bajaj make Model-BCLSB 10W WH/Equivalent make in other approved makes.

Supply & fixing on existing MS hook 1200mm sweep,Five star rated with brushless direct current motor(BLDC) Ceiling fans complete with blades, down rods, and accessories, 230V single phase 50Hz AC supply. Minimum air delivery 210cu.m/min with service value 6.00 BEE , erected in position with necessary flexible copper leads of required colour and with canopy, down rod 300mm to 600mm length as per site requirement , necessary rubber bushings, clamps nuts,bolts etc., complete in all respects and as directed by Engineer-in-charge.

Supply, installation, testing & commissioning of 300mm dia 900 rpm heavy duty exhaust fan of any approved make with louvers, connecting cord with 6A, 3 pin plug top and with all necessary accessories, including making wall openings and replastering to smooth finish with matching paint etc., complete in all respects and as directed by Engineer-in-charge.

Supply, fixing, testing & commissioning of the following factory built powder coated Double door MCB/MCCB DB of any approved make fabricated out of M.S. sheet steel enclosure & necessary cutouts for operating the MCB knobs & comprising of 200 amps tinned copper busbars & earthing bus with tapped holes including internal wiring with stranded copper PVC wires or suitable size copper strips etc. & fixing the DB in flush with wall/ on wall as per site requirement with necessary M.S. angle supports, chipping the wall and replastering to smooth finish etc., wherever required as per site condition, complete in all respects, as directed by Engineer-in-charge and comprising the following as detailed below:

4 way (4+12) Horizontal Double door MCB DB

40 A Four Pole RCCB

40A 415V Four Pole MCB DB

Supply and fixing 6A to 32 A rating, SP 214V 10kA, "C" curve, miiniature circuit bracker suitable for inducive load of following poles in the exesting MCB DB complete with connections, testing and commessioning etc., as required.

Wiring for light point / fan point / exhaust fan point/call bell point from nearest switch box with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, fan regulator, modular plate, suitable GI box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. (as per detailed CPWD specifications for Group C wiring)

Wiring to single light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects.

Wiring to two light point controlled by 1 No 6A, 250V gr. flush type modular SP switch complete in all respects.

Wiring to fan point controlled by 1 No. 6A, 250V gr. flush type modular SP switch including providing 1No box type MS Fan hook in ceiling whereever required, 2 module type electronic five stepped speed regulator etc., complete in all respects.

Wiring to exhaust/wall mounting fan point using 6A, 250V gr. flush type modular SP switch housed along with other lighting switches/separate switch box if required and 3pin 6A, 250V gr. modular type socket housed near the exhaust fan complete in all respects.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required

Supplying and fixing following suitable size GI Box with modular plate and cover on front on surface or in recess, including providing and fixing 6 pin 5/6A & 15/16A modular socket outlet and 15/16 A modular switch, connections etc., as required.

Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required

3 x 2.5 sq. mm (For lighting ckt from DB to Switch box)

3 x 4 sq. mm(For 6A & 16A power points)

Supply & laying in the already excavated cable trench/fixing on wall/duct wall with necessary M.S clamps / encasing in pipes etc., testing & commissioning of 4Cx16 Sqmm PVC/XLPE, insulated Aluminium conductor 1100V gr. Armoured U.G cables complete in all respect as directed by EIC and as per technical specification.

Supply and connecting indoor type cable end joints suitable for 4Cx16Sqmm LT cable of 1.1 KV gr., Aluminum conductor PVC/XLPE insulated armoured LT UG cables by employing necessary glands, terminals, bolts & nuts etc., complete in all respects.

Supply & spreading 75mm thick sand cushioning on top & bottom of the single run of cable and covering the cable by well burnt bricks on sides and top of the cable as per technical specifications enclosed and as directed by the Engineer-in-charge.

Earthing

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying & laying 25 mm X 5 mm GI strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of GI nut bolt & spring washer spaced at 50mm)

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Rupees Nine Lakh Seventy Three Thousand Thirty Four and Twenty Seven Paise Only

Rupees One Crore Forty Three Lakh Nineteen Thousand Two Hundred Four and Forty Paise Only

Approximate Amount Put to Tender

Rupees Twenty Five Lakh Seventy Seven Thousand Four Hundred Fifty Six and Seventy Nine Paise Only

Rupees One Crore Sixty Eight Lakh Ninety Six Thousand Six Hundred Sixty One and Nineteen Paise Only