Indian Institute Of Technology-IITB has published Construction Of Building For Construction Material Laboratory ( Gf / Ff ) In Lp-3 Area Of North Campus. Submission Date for this Tender is 20-04-2022. Building Work Tenders in mandi Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Apr-2022 | The last date of submission of bid and Technical bid opening date has been extended | Date | 20-04-2022 |
| Sl. No. | Item Description |
| 1 | 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 in all lead and lift , as directed by Engineer-incharge, All kinds of Soil as per entire satisfaction and direction of Engineer-in-charge |
| 2 | 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 earthin all lead and lift as directed by Engineer-incharge, Hard rock (blasting prohibited) as per entire satisfaction and direction of Engineer-in-charge |
| 3 | 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, in all lead and lift including getting out the excavated soil and disposal of surplus excavated soil as directed All kinds of soil as per entire satisfaction and direction of Engineer-in-charge. |
| 4 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, in all lead and lift including getting out the excavated soil and disposal of surplus excavated soil as directed Hard rock (blasting prohibited) as per entire satisfaction and direction of Engineer-in-charge. |
| 5 | Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering, in all lead and lift as per entire satisfaction and direction of Engineer-in-charge |
| 6 | Supplying and stacking at site Good earth in all lead and lift as per entire satisfaction and direction of Engineer-in-charge. |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete in all lead and lift as per entire satisfaction and direction of Engineer-in-charge. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge. |
| 10 | 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) as per entire satisfaction and direction of Engineer-in-charge. |
| 11 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns etc. for mass concrete as per entire satisfaction and direction of Engineer-in-charge |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per entire satisfaction and direction of Engineer-in-charge |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Suspended floors, roofs, landings, balconies and access platform as per entire satisfaction and direction of Engineer-in-charge |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Shelves (Cast in situ) as per entire satisfaction and direction of Engineer-in-charge |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Lintels, beams, plinth beams, girders, bressumers and cantilevers as per entire satisfaction and direction of Engineer-in-charge |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Columns, Pillars, Piers, Abutments, Posts and Struts as per entire satisfaction and direction of Engineer-in-charge |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Stairs, (excluding landings) except spiral-staircases as per entire satisfaction and direction of Engineer-in-charge |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Edges of slabs and breaks in floors and walls Under 20 cm wide as per entire satisfaction and direction of Engineer-in-charge |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Weather shade, Chajjas, corbels etc., including edges as per entire satisfaction and direction of Engineer-in-charge |
| 21 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) as per entire satisfaction and direction of Engineer-in-charge |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars (Fe-500D) or more as per entire satisfaction and direction of Engineer-in-charge |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars (Fe-500D) or more as per entire satisfaction and direction of Engineer-in-charge |
| 24 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections as per entire satisfaction and direction of Engineer-in-charge |
| 25 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum as per entire satisfaction and direction of Engineer-in-charge |
| 26 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum (For RCC Columns) as per entire satisfaction and direction of Engineer-in-charge |
| 27 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll works above plinth level upto Floor Five Level.Concrete of M25 grade with minimum cement content of 330 kg /cum as per entire satisfaction and direction of Engineer-in-charge |
| 28 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll works above plinth level upto Floor Five Level.Concrete of M30 grade with minimum cement content of 350 kg /cum (For RCC Columns ) as per entire satisfaction and direction of Engineer-in-charge |
| 29 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll works above plinth level upto Floor Five Level.Using extra /less cement in the items of design mix over and above the specified cement content therein as per entire satisfaction and direction of Engineer-in-charge |
| 30 | Brick work with non modular fly ash bricks conforming to IS:12894,class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand) as per entire satisfaction and direction of Engineer-in-charge |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge |
| 32 | Providing and fixing 18 mm thick gang sawcut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over 0.50 sqm as per entire satisfaction and direction of Engineer-in-charge |
| 33 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete as per entire satisfaction and direction of Engineer-in-charge |
| 34 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws as per entire satisfaction and direction of Engineer-in-charge |
| 35 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.1.0 mm thick as per entire satisfaction and direction of Engineer-in-charge |
| 36 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete as per entire satisfaction and direction of Engineer-in-charge. |
| 37 | Providing and fixing Stainless Steel sliding door bolts of Satin finish,of Grade SS 304, with SS nuts and screws etc.including labour , Material & equipment or machinery required completein all respect to the satisfaction of Engineer-in-charge/Architect. 300x16 mm as per entire satisfaction and direction of Engineer-in-charge |
| 38 | Providing and fixing Stainless Steeel tower bolts of Grade SS 304 with SS nuts and screws etc.including labour , Material & equipment or machinery required completein all respect to the satisfaction of Engineer-in-charge/Architect.:250x10 mm as per entire satisfaction and direction of Engineer-in-charge |
| 39 | Providing and fixing Stainless Steeel tower bolts of Grade SS 304 with SS nuts and screws etc.including labour , Material & equipment or machinery required completein all respect to the satisfaction of Engineer-in-charge/Architect 150x10 mm as per entire satisfaction and direction of Engineer-in-charge |
| 40 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.125 mm as per entire satisfaction and direction of Engineer-in-charge |
| 41 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.75 mm as per entire satisfaction and direction of Engineer-in-charge |
| 42 | Providing and fixing Stainless Steel hanging floor door stopper ISI markedwith necessary screws etc.including labour , Material & equipment or machinery required completein all respect to the satisfaction of Engineer-in-charge/Architect.:Twin rubber stopper as per entire satisfaction and direction of Engineer-in-charge |
| 43 | Structural 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 as per entire satisfaction and direction of Engineer-in-charge |
| 44 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top coveras per entire satisfaction and direction of Engineer-in-charge |
| 45 | Providing and fixing ball bearing for rolling shutters as per entire satisfaction and direction of Engineer-in-charge |
| 46 | Providing and fixing stainless steel ( Grade 304) railing 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. as per entire satisfaction and direction of Engineer-in-charge |
| 47 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete as per entire satisfaction and direction of Engineer-in-charge |
| 48 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick as per entire satisfaction and direction of Engineer-in-charge |
| 49 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete as per entire satisfaction and direction of Engineer-in-charge |
| 50 | 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: 3 coarse 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). |
| 51 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down auge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase as per entire satisfaction and direction of Engineer-in-charge |
| 52 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete as per entire satisfaction and direction of Engineer-in-charge |
| 53 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes. 110 mm diameter as per entire satisfaction and direction of Engineer-in-charge. |
| 54 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend as per entire satisfaction and direction of Engineer-in-charge |
| 55 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per entire satisfaction and direction of Engineer-in-charge |
| 56 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Flashings/ Aprons.( Upto 600 mm) as per entire satisfaction and direction of Engineer-in-charge |
| 57 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. |
| 58 | 12 mm cement plaster of mix :1:6 (1 cement: 6 course sand) |
| 59 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 course sand) |
| 60 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) as per entire satisfaction and direction of Engineer-in-charge |
| 61 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats as per entire satisfaction and direction of Engineer-in-charge |
| 62 | Finishing walls with acrylic smooth exterior paint of required shade : New work (Two or more coats applied @ 1.67 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm as per entire satisfaction and direction of Engineer-in-charge |
| 63 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work as per entire satisfaction and direction of Engineer-in-charge |
| 64 | Providing and applying white cement based putty of average thickness1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per entire satisfaction and direction of Engineer-in-charge |
| 65 | Providing and applying at all floors, heights and locations stone based texture finish suitable for External use of approved make made from natural Granite stone based materials and Bonding agent made from pure acrylic co-polymer emulsion, Broad fungicide and Bonding agent mixed to a recommended quantity of water and applied with a trowels on to the surface, to be finished, in an average uniform coat of minimum 2mm covering an area of about 0.5 sqm/kg of the mix for uniform finish without anu irregularties and discontinous on large surface area giving a uniform surface texture and applied by a trained texture applicators in a single coat. The finish shall be anti fading and non pigmented type with resistance to weathering. Any Grooves and Panels to be formas a part of the design shall deemed to be inclusive in the cost. The texture shall be appliedshall be applied over a surface coat of cement primer after duly clearing off any unwanted scratches and undulations by sand papering or using a wire brush before actual application begin complete including cost of all material, labour, machinery, T&P, curing, all leads, lifts and sampling, testing and water arrangements complete as per drawings, requirements, specification and as directed by the Architect / Employer as per entire satisfaction and direction of Engineer-in-charge |
| 66 | Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect as per entire satisfaction and direction of Engineer-in-charge |
| 67 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) as per entire satisfaction and direction of Engineer-in-charge |
| 68 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron) as per entire satisfaction and direction of Engineer-in-charge |
| 69 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) as per entire satisfaction and direction of Engineer-in-charge |
| 70 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5mm depth and 5 mm width as per entire satisfaction and direction of Engineer-in-charge |
| 71 | Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin- charge complete.205 X 19 mm as per entire satisfaction and direction of Engineer-in-charge |
| 72 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry as per entire satisfaction and direction of Engineer-in-charge |
| 73 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment.Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-chargeFinishing the surface with 20 mm thick joint less cement mortar of mix1:4 (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 300x300 mm square 3mm deepThe whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm as per entire satisfaction and direction of Engineer-in-charge |
| 74 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 600x450x200 mm as per entire satisfaction and direction of Engineer-in-charge |
| 75 | Providing and fixing 15 mm C.P. brass Laboratory cock swan neck of best quality (to the approval of Engineer-in-charge) Two way as per entire satisfaction and direction of Engineer-in-charge |
| 76 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete Flexible pipe 32 mm diaas per entire satisfaction and direction of Engineer-in-charge |
| 77 | Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes as per IS-13592 (working pressure of 6kg /cm2) including cutting, jointing with approve solvent cement compound as per IS-14735, wastage etc complete as per manufacturer"s specifications and as per direction of the Engineer In-chargeDouble socket B Type110mm dia SWR UPVC pipe lines laid complete as per entire satisfaction and direction of Engineer-in-charge |
| 78 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per IS-13592 andIS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition complete as per manufacturer"s specifications and as per direction of the Engineer In-charge For 110 mm dia pipes110mmdia Heal Rest Bend as per entire satisfaction and direction of Engineer-in-charge |
| 79 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per IS-13592 andIS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition complete as per manufacturer"s specifications and as per direction of the Engineer In-charge For 110 mm dia pipes Tee/Single Junction 110X110X110 mmas per entire satisfaction and direction of Engineer-in-charge |
| 80 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per IS-13592 andIS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition complete as per manufacturer"s specifications and as per direction of the Engineer In-charge For 110 mm dia pipes110 mm dia cowlsas per entire satisfaction and direction of Engineer-in-charge |
| 81 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per IS-13592 andIS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition complete as per manufacturer"s specifications and as per direction of the Engineer In-charge For 110 mm dia pipes110 mm dia collars (coupless) as per entire satisfaction and direction of Engineer-in-charge |
| 82 | Providing and fixing in position Square stainless steel Cockroach floor Trapssquare size 127x127 mm with stainless steel floor drain grating, inner filter, outer filter, rim etc. complete including cast of cutting and making good the walls floors at all heights, levels, including cost of all material such as concrete/mortar etc. as per directions of the Engineer-in-charge. |
| 83 | Providing and fixing in position stainless steel pipe clamps with EPDM rubber lining for wall mounted vertical wall with making hole in wall for nuts and bolt etc complete in all respects as per direction of the Engineer in charge For 110mm dia pipe as per directions of the Engineer-in-charge. |
| 84 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints, 20 mm nominal dia Pipes complete as per direction of Engineer in Charge |
| 85 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete 25 mm nominal outer dia Pipes as per entire satisfaction and direction of Engineer-in-charge |
| 86 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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.15 mm nominal outer dia pipeas per entire satisfaction and direction of Engineer-in-charge |
| 87 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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.20 mm nominal outer dia pipeas per entire satisfaction and direction of Engineer-in-charge |
| 88 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete External 25 mm nominal dia Pipesas per entire satisfaction and direction of Engineer-in-charge. |
| 89 | Providing and fixing gun metal gate valve of approved quality (quarter turn with pvc encased handle) :25 mm nominal boreas per entire satisfaction and direction of Engineer-in-charge |
| 90 | Providing and fixing gun metal gate valve of approved quality (quarter turn with pvc encased handle) :20 mm nominal bore as per entire satisfaction and direction of Engineer-in-charge |
| 91 | Providing and fixing ball valve (brass) of approved quality, High pressure, with plastic floats complete :25 mm nominal boreas per entire satisfaction and direction of Engineer-in-charge |
| 92 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tankas per entire satisfaction and direction of Engineer-in-charge |
| 93 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all lead and lift all kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia, as per entire satisfaction and direction of Engineer-in-charge. |
| 94 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)as per entire satisfaction and direction of Engineer-in-charge |
| 95 | Providing, Laying, Jointing,cutting and testingPVC pipe and special SN - 8 pipe of approved make for under ground Sewer system as per IS - 15328, complete in all respects160 mm dia PVC SN - 8as per entire satisfaction and direction of Engineer-in-charge |
| 96 | Providing and fixing square-mouth PVC gully trap ofsize 160 x 110 mmcomplete with brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design complete in all respect to complete Satisfaction of Engineer-in-charge:With Fly ash lime bricks (FALG Bricks) conforming to I.S. 12894as per entire satisfaction and direction of Engineer-in-charge |
| 97 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) D.I. cover with frame (Medium duty) 450x600 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5as per entire satisfaction and direction of Engineer-in-charge |
| 98 | EOT Crane , Single beam type of 5mt capacity as per IS 807, IS 3177, IS 3938 with a testing load of 25% extra of SWL, Class III , heavy duty with a span of 12.25m and running length of 23m. The lift height of crane shall be 7.0m with a bottom flange mounted gear mechanism. The gantry shall be shall be Floor Operated Through Pendant Push Button Independently in all 3 axis. The main structural box beam size shall be Fabricated from Tested MS steel plates confirming IS 2062 (Make- Tata/Sail/equivalent) Beam sizes ofHeight: 625 mm x 6mm Top: 250 mm x 10mm Bottom: 350 mm x 16 mm With Inside Reinforcement. The motors shall be (Make- MH- Crompton, LT & CT- SEW make Geared Motor) Main Hoist- 7.5 Hp Type- Squirrel Cage, S4 Duty, 6pole, 960rpm, 40% CDF, 150 start/stops per hr, Enclosure TEFC, IP-55 Long Travel- 1Hp x 2nos Geared Motor Cross Travel- 1 Hp Geared Motor with operating speeds of Main Hoist- 4m/min. Long Travel- 20m/min. with VVFD Cross Travel- 10-15m/min with VVFD and breaks as MH- Fail Safe Disc Brake of EMCO-LENZE make LT- Inbuilt Disc Brake. The Gear box shall be MH- Totally enclosed in splash type lubrication system and will be of helical design. All gears and pinion will be hardened and profile ground 20MnCr5 Material. LT & CT- SEW make Geared Motor, The wire rope shall be Tested steel wire rope 6x36 const. FMC/IWRC (Make- Usha Martin) MH- 4 falls x 14mm Dia. Factor of safety- 6 with the rope drum duly machined from Seamless steel pipe to suitably groove accordingly to wire rope size as per IS standard and Standard swivelling ‘C’ Type with Safety Latch, confirming IS: 3815/15560. Proof Load, Test Certificate & Ultrasonic Test Certificate will be provided. (Make- Hercules/Smriti Forging). All the Accessories of Control Panel in a sheet metal enclosure. Panel will be mounted separately on one side. LT Wheels LT- 4nos X 250mm Dia. Material- Forged En9/C55Mn75, Hardened to 280- 320BHN to a depth of 6-10mm Bearing Brackets- L-type Heavy duty Type of Bearing- Self-Align Spherical Roller bearing of (URB/TIMKEN make) Limit switch Crane duty limit switch (Make- Speed age) MH- Rotary + Gravity type LT- 2way Lever type CT- 2way Lever type. The entire EOT Crane system shall be finished with Two coats of Zinc chromate primer followed by Two coats of Yellow Synthetic Enamel Paint The system shall be provided complete in all respects including guiderails, tracks, hoists, gantry mechanism and gear system, electrical supply and control gears and any or all items required for the complete functioning of the system complete in all respects as per entire satisfaction and direction of Engineer-in-charge. |
| 99 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, 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 entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.. Group C as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 100 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 101 | Wiring for circuit/ submain wiring alongwith earth wire with the 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 102 | Wiring for circuit/ submain wiring alongwith earth wire with the 2 X 4 sq. mm +1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 103 | Wiring for circuit/ submain wiring alongwith earth wire with the 4 X 4 sq. mm +2 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 104 | Wiring for circuit/ submain wiring alongwith earth wire with the 4 X 6 sq. mm + 2 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 105 | Wiring for circuit/ submain wiring alongwith earth wire with the 4 X 10 sq. mm + 2 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 106 | Wiring for circuit/ submain wiring alongwith earth wire with the 4 X 16 sq. mm + 2 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 107 | 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 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 108 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 109 | Supplying and fixing 8 Way Double Door, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. (But without MCB/RCCB/Isolator) as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 110 | Supplying and fixing12 Way Double Door, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. (But without MCB/RCCB/Isolator) as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 111 | Supplying and fixing 6 way (4 + 18), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. (But without MCB/RCCB/Isolator as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 112 | Supplying and fixing of 12 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 113 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of Single pole in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 114 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of Triple pole in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 115 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of Triple pole and neutral in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.. |
| 116 | Supplying and fixing 63 Amp rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 117 | Supplying and fixing 63 A rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 118 | Providing and fixing 100 A,30KA,FP MCCB rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 119 | Supplying and fixing 25 A rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 120 | Supplying and fixing 63 A rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 121 | Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A, “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts..(AC Socket) |
| 122 | Supplying Installation Testing Commisioning & Erection of Bracket Light with extruded aluminium housing and all petty material required to complete in all respect as per satisfaction ofEngineer in charge.Make Philips / Wipro / Bajaj make as approved by the Engineer in charge. |
| 123 | Supply of 10W Bulk Head Luminare with Pressure die cast Aluminium PMMA Non Yellowing Diffuser. Luminaire should have minimum efficacy of 100 lumens/W.The luminaire should have a color temperature of 5700K ,Input Frequency 50 HZ,Operating Voltage minimum 150-270V AC supply and CRI>70.Driver of the luminaire shall have THD < 10% , PF>0.95,IP-65 and inbuilt surge protection minimum of 4kV. Luminaire should atleast have lifeclass of 50000 burning hours .LM 79 report to be submitted for luminaire from NABL accrediated lab and LM 80 for LED source issued by LED manufacture. LED shall have reverse polarity, open and short circuit protection,under voltage and over voltage protection. Type of driver and its DC output - Constant current Output driver and less than 60V DC Output and Efficiency of driver > 85%. |
| 124 | Supply & Erection ofLED Panel of 33/34/36 W surface/ recess mounting size 2"x2" energy efficient white colour working hour minimum 35000 hours, operation on single phase AC supply complete in all respect upto the entire satisfaction of Engineer- in -charge of the work including making necessary connections etc. |
| 125 | Supply & Erection ofsurface mounting LED Batten fitting 1 x 20 watt (4 feet long), white colour, made of high grade poly carbonate body working hour minimum 50000 hours, operation on single phase AC supply complete in all respect upto the entire satisfaction of Engineer- in -charge of the work including making necessary connections etc. |
| 126 | Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge |
| 127 | Supply, erection, testing and commisioning of Wall Mounting type air circulator electric fan having 600mm (24") Sweep SizeIS marked (as per IS code 2997 latest) including all accesories and machinery required for fiitting to the complete satisfaction of Engineer in Charge/Consultant. |
| 128 | Supplying, errection, testing of 450 mm Sweep Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. |
| 129 | Supplying, errection, testing of 300 mm Sweep Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. |
| 130 | Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 131 | Supplying, installation, testing & commissioning of manual call box of ABS type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 132 | Supplying, installation, testing & commissioning of response indicator on surface/recesss MS box having two LEDs metallic cover complete with all connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 133 | Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 134 | Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S. (16SWG)/ ABS box with break glass in front etc. as complete required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 135 | Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.. 6 zone panel for fire alarm system 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all accessories as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.- 2 Nos.(one to act as standby)Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.- 1 set. Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.- 1 No. Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. -1 set. Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 136 | Supplying&layingof2x1.5sqmmfiresurvivalarmoured cable,600/1000V ratedwithannealed copperconductor havingglassmicafirebarriertapecoveredby an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulationandLSZHinnerbedding,steelwirearmouring& LSZH outer sheath complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 137 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.(For LT Panel) |
| 138 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 139 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 140 | 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 meter long etc. with charcoal/ coke and salt as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 141 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 142 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 143 | Supplying ,Installtion, testing, and Commissioning of Main Power FLOOR PANEL-INDOOR PANEL-IP:65) of suitable size with specifications given below as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. Incomer1 Nos. 125A 4P MCCB with built in thermal magnetic release (Ics = Icu = 25kA) with inbuilt O/L , S/C & E/F protection as per specification and each with following accessories. Set of R,Y,B phase indication lamps with control MCB as per fault requirement for each Incomer. Busbars3Nos. SPN copper insulated bus bars link of minimum of 100AmpsOutgoings 3Nos. 25A FP MCB 3Nos. 40A FP MCB 4Nos. 63A FP MCB 1 Nos. 6-32A, DP MCB 10kA "C" Curve3Nos. Neutral & Earth link. (One for Each Phase) |
| 144 | Supply of 3.5 x 120 sq.mm aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 145 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of above 95 sq. mm and upto 185 sq. mm size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 146 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of above 95 sq. mm and upto 185 sq. mm size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 147 | Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 120 sq. mm (45mm) size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 148 | Supplying and installing 150 mm width X 50 mm depth X 1.6 mm thickness size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 149 | Supplying, installation, testing and commissioning of electric driven 450 lpm at 35 m Head terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts.: (Terrace Pump) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520.Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-"F" insulation, conforming to IS-325.M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc. Suitable cement concrete foundation duly plastered and with anti vibration pads.as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 150 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 151 | Providing & fixing of pressure gauge in M.S. pipe line including connection etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 152 | Providing, installing and commissioning control panel of 3"x2"of 14 gauge M.S sheet metal painted and fitted with following accessories of approved make suitable for above referred Terrace Pump set as approved make suitable for above referred Terrace pump as approved by engineer in charge,switch ,starter mainswitch shunt coppler amperer meter volt meter single phase provontor erath leaker three phase indicator complete with wiring etc.size 24"x36" with MS sheetas required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 153 | Providing, laying, testing & commissioning of "C" class heavy duty 100 mm. Dia MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 154 | Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the 30 m 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 155 | Providing, installation, testing and commissioning of non-return valve of 100 mm. dia confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 156 | Supplying, fixing, testing and commissioning of 100 mm dia butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 157 | Supply, installation, testing and commissioning ISI marked (IS:15683) Fire Extinguisher, Carbon-di-oxide type capacity 4.5 Kg. Flat base including valve, discharge hose of not less than 10 mm dia, 1M long and complete in all respects including initial fill with CO2 gas conforming to IS:307-1966 and wall suspension braket as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 158 | Providing and fixing of FIRE EXTINGUISHER, Mechanical Foam Type 9 ltr IS: 15683 Stored Pressure type complete with all accessories as per Manufactures Specification. ISI Mark of approved make complete in all respect. |
| 159 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. as per specifications |
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