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Tender For Construction And Development Work Of Manoratha Gaushala Under Kanha Gaushala And Destitute Animal Shelter Scheme In Lucknow Municipal Corporation, Uttardhauna, 1 Civil Work (Earth Work) 2 Earth Work In Excavation By Mechanical Means (Hydrau, lucknow-Uttar Pradesh

Local Bodies has published Tender For Construction And Development Work Of Manoratha Gaushala Under Kanha Gaushala And Destitute Animal Shelter Scheme In Lucknow Municipal Corporation, Uttardhauna, 1 Civil Work (Earth Work) 2 Earth Work In Excavation By Mechanical Means (Hydrau. Submission Date for this Tender is 01-07-2024. Building Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43758082
Tender For Construction And Development Work Of Manoratha Gaushala Under Kanha Gaushala And Destitute Animal Shelter Scheme In Lucknow Municipal Corporation, Uttardhauna, 1 Civil Work (Earth Work) 2 Earth Work In Excavation By Mechanical Means (Hydrau
Open Tender
Indian
Uttar Pradesh
Lucknow
01-07-2024

Tender Details

Tender For Construction And Development Work Of Manoratha Gaushala Under Kanha Gaushala And Destitute Animal Shelter Scheme In Lucknow Municipal Corporation, Uttardhauna, 1 CIVIL WORK (EARTH WORK) 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (exceeding 1.5 m in width or 10 sqm on plan), including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelledand neatly dressed. All kinds of soil 3 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 4 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil BELOW GROUND 1.5 TO 3.00 M 5 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 6 arriage of excavated earth work by mechanical means including loading, trasporting, unloading and neatly dressed at site within the campus or at site as approved by Engineer- in-Charge including all leads and lifts complete. UP TO 5 KM 7 Carriage of excavated earth work by mechanical means including loading, trasporting, unloading and neatly dressed at site within the campus or at site as approved by Engineer- in-Charge including all leads and lifts complete. UP TO 1 KM 8 Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. 9 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 10 CONCRETE WORK 11 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) 12 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 13 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 14 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 15 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingfinishing the top smooth. 16 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 17 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 18 REINFORCEMENT CONCRETE WORK 19 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum 20 Concrete of M30 grade with minimum cement content of 350 kg /cum 21 Concrete of M25 grade with minimum cement content of 330 kg /cum 22 Concrete of M30 grade with minimum cement content of 350 kg /cum 23 Concrete of M35 grade with minimum cement content of 370 kg /cum 24 Add for using extra cement in the items of design mix over and above the specified cement content therein. 25 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-mechanically Treated bars of grade Fe-500D or more. 26 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. 27 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 28 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 29 Suspended floors, roofs, landings, balconies and access platform 30 Shelves (Cast in situ) 31 Lintels, beams, plinth beams, girders, bressumers and cantilevers 32 Columns, Pillars, Piers, Abutments, Posts and Struts 33 Stairs, (excluding landings) except spiral-staircases 34 Cornices and mouldings 35 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 36 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). 37 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 MM THICK 38 Providing precast cement concrete Element 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, over top of column of boundry wall. 40 MM THICK 39 BRICK WORK 40 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 41 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) Ground Floor 42 First Floor 43 alf brick masonry with common burnt clay (non modular) bricks of class- 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement : 3 coarse sand) Ground Floor 44 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry 45 Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) 46 C/O Apron drain of width 150mm and depth as per required of site but minimum 150 mm with neat finish & required slope as per apporoved by E/I. 47 ALLUMINIUM WORK 48 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) powder coated aluminium (minimum thickness of powder coating 50 micron) 49 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide 50 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) 51 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 5.50 mm thickness 52 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. 355X19 MM 53 510X19 MM 54 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge Pre laminated particle board with decorative lamination on both sides 55 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame withC.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin-charge. (Only weight of grill to be measured for payment). 56 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 57 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 58 Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025.1. Performance Laboratory Test for Air Leakage Test (-50pato - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for arange upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test, Tests to beconducted on site.6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml 59 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, includingprimary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2,+ 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 60 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 61 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 62 WOOD & UPVC WORK 63 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 64 roviding and fixing aluminium sliding door bolts, 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. complete :300x16 mm 65 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm 66 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 67 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper 68 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 69 Providing and fixing bright finished SS tower bolts, ISI marked, withnecessary screws etc. complete : 150X10 mm 70 Providing and fixing bright finished SS handles, ISI marked, with screws etc. complete: 125 mm 71 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 72 Providing and fixing bright finished brass handles with screws etc. complete: 125 mm 73 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 74 Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock and stopper etc. to be paid separately) 75 Providing and fixing Stainless steel 304 Grade H- type pull handle of size min 32 mm dia and 1200mm long of approved make including SS screws, including making holes of required size in shutter etc. complete as per direction of Engineer-in-Charge. 76 Providing and fixing SS Bottom patch Lock with cylinder of approved make including necessary screws etc. 77 Providing and fixing SS floor mounted half dome door stopper of dia 45mm including necessary screws etc. 78 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position: Second class teak wood 79 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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 80 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 81 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 82 Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). 83 Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & above). (Height above 2.5 metre). 84 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2 mm 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. 85 Providing and fixing to existing door frames. 30 mm 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 3 mm 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 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 86 M.S & S.S WORK 87 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hotfinished welded type tubes 88 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:- In grating, frames, guard bar, railing, brackets, gates andsimilar works, all complete. 89 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 cover 90 Providing and fixing ball bearing for rolling shutters. 91 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 92 FLOORING,DEDO & CLADDING 93 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. Colour shade & make approved by Architect-in-Charge. 94 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.Colour shade & make approved by Architect-in-Charge. 95 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.( Size of Tile 800 x 800 mm) Colour shade & make approved by Architect-in Charge. 96 Providing and laying Vitrified tiles in different sizes (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 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. ( Size of Tile 800 x 800 mm) 97 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate 98 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete 99 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (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 etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 100 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 101 Providing and fixing 18mm thick gang saw cut 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 20mm 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. Colour shade & make approved by Architect-in-Charge.Area of slab over 0.50 sqm. 102 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 103 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. 104 Chequerred Precast Cement Concrete Tile 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement 4 coarse sand) light shade pigment using white cement. Colour shade & make approved by Architect-in-Charge. 105 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. 106 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with roughbacking. 50 mm thick 107 Red sand stone - Exposed face machine cut and tablerubbed with rough backing. 50 mm thick 108 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 109 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge 110 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) on Ruf Surface 111 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) ON Smooth Surface 112 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) ON OUTER SURFACE 0 M TO 10 M 113 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 114 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 115 15 mm cement plaster in single coat on plinth 1 cement: 4 course sand in plinth. 116 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections 117 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 118 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 119 New work (two or more coats) over and including water thinnable priming coat with cement primer 120 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 121 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 122 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 123 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work 124 French spirit polishing : Two or more coats on new works including a coat of wood filler 125 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 126 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m² 127 0.80 mm thick with zinc coating not less than 275 gm/m² 128 WATER PROOFING 129 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terracesetc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixedwith water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) 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 Engineerin-charge over 20 mm 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 300 mm 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 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 130 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 131 FALSE CEILING 132 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. Colour shade & make approved by Architect-in-Charge. 133 Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/ mK. Colour shade & make approved by Architect-in-Charge. 134 ROAD WORK 135 Construction of granular sub-base 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, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 136 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction / expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine 137 Providing and fixing in position pre-moulded joint filler in expansion joints. 138 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. 139 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Back side of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 140 Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm 141 PARKING 142 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres 143 HORTICULTURE & LANDSCAPING 144 Supplying and stacking of good earth at site including royalty and carriage upto 1 km (earth measured in stacks willbereduced by 20% for payment). 145 Supplying and stacking at site dump manure from approved source, including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 20mm 146 Mixingearthandsludgeormanureinproportion specified or directed. 147 Grassing with ‘Doob’ grass includ­ing watering and maintenance of the lawn for 30 days or more till the grass forms athick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately). In rows 5 cm apart in either direction. 148 Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 149 Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately). 150 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, with in a lead of 50 m, lift upto 1.5 m complete. 151 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil 152 Providing and fixing M.S flat iron tree guard 45 cm in plan and 1.2 m high, above ground and .4 m below ground lvl consisting 4 nos 25X25X3 mm, 1.6 m long and 8 nos 25X3 mm 1.2m long. The vertical members shall be welded to 4 nos 25X6 mm MS flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick MS sheet of size 250X100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pitswith soil and rammin. The tree guard shall be painted with two or more sythetic enamel paint of approved brand and manufacturer over a coat of primer, complete in all respect as per satisaction and direction of officer-n-charge. 153 Supplying and stacking of Cassiafistula (Amaltash) plant of height 120 to 135 cm in big poly bag of size 25 cm as dir. of officer incharge. 154 Supplying and stacking of Delonix reia (Gulmohar) plant of height 150 to 165 cm in big poly bag of size 25 cm as dir. of officer incharge. 155 Supplying and stacking of Azadirachta indica (Neem) plant of height 120 to 130 cm in big poly bag of size 25 cm as dir. of officer incharge. 156 Supplying and stacking of Pride of India plant of height 150 to 165 cm in big poly bag of size 25 cm as dir. of officer incharge. 157 Detail of tree 158 Foxtail palm 159 Silver Oak 4 - 7 m folliage 160 Magnolia Rosie 2- 4 m folliage 161 Anar (30) 2-7 m folliage 162 Chiku (24) 3 -8m folliage 163 Bougainvillea 2-4m folliage 164 Rudraksha Tree 5-15m Folliage 165 White Sandal 2-5 m Folliage 166 Rain Tree 167 Peepal tree 168 Alostonia 169 Guava (30) 170 Weeping Willow 171 Alternanthera 172 Kadam 6-8 ht 173 Chitwan 6-8 ht 174 Ashok pendula 6-8 ht 175 Jacarnda 6-8 ht 176 Pink plumeria 6-8 ht 177 SHRUS (have several woody item) 178 Coral Hibiscus 2-3 ht 179 Massanda Pink 2-3 ht 180 Kachnar 5-6 ht 181 Bottle Brush 5-6 ht 182 Ixora 2-3 ht 183 Hamelia 2-3 ht 184 Calistemon 5-6 ht 185 Ficus black Tapori 3-4 ht 186 Ficus Prestige Boll 3-4 ht 187 Ficus Panda Bolll 3-4 ht 188 Ground edging Plant 189 Eranthemum 190 Verbena 191 Setcreasea 192 Verbena Mix 193 Providing & laying RCC bench 194 Electrical Lawn mover power Grass cutter & power weed shear 195 KAMDHENU STATUE 196 SIGNAGES WORK 197 INTERNAL & EXTERNAL PLUMBING WORK 198 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 199 White Vitreous China Wash basin size 630x430X200 mmwith a single 15 mm C.P. brass pillar tap 200 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia 201 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 202 Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm 203 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 204 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 205 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 206 Providing and fixing unplasticised PVC connection pipe with brass unions. 15 mm nominal bore 207 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge. 208 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931a) 15 mm nominal bore 209 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms. ( for sink)a) 15 mm nominal bore 210 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore 211 Central Hole Basin Mixer with Popup Waste System with 450mm LongBraided Hoses(CQT-23169B jaguar) 212 Sink Mixer with Swinging Spout (Table Mounted Model) with 450mm Long Braided Hoses (CQT-23309B jaguar) 213 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (For bath) 214 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 150 mm diameter 215 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 216 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 217 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 218 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. 219 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 a) 100mm dia centrifugally cast iron S & S pipe. 220 b)75mm dia centrifugally cast iron S & S pipe. 221 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ) 32mm dia nominal bore 222 SS 304 grade coupling with EPDM rubber gasket 223 SS 304 grade coupling with EPDM rubber gasket 224 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominalsize).Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. 225 b) for 75mm dia pipe. 226 Providing & fixingcast iron coller. a) 100mm dia. 227 b)75mm dia. 228 Providing and fixing trap 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 : a) 100mm inlet & 100mm outlet. 229 b) 100mm inlet & 75mm outlet. 230 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm 231 b) 75mm 232 Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 a) 100mm 233 b) 75mm 234 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100mm 235 75x75x75mm 236 Providing and fixing centrifugaly cast iron single equal plain junction of required degree.100x100x100mm 237 75x75x75mm 238 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75mm 239 Providing and fixing single unequal plain invert branch of required degree : 100x100x75mm 240 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) a) 100mm 241 b) 75mm 242 Providing and fixingcast iron terminal guard. 100 mm 243 75 mm 244 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia 245 150 mm dia 246 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 10mm gap for thermal expansion.110 mm 247 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.110 mm 248 110 mm Bend 249 110 mm Shoe 250 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 251 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm 252 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 253 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. 15mm dia nominal outer dia pipes 254 20mm dia nominal outer dia pipes 255 25mm dia nominal outer dia pipes 256 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 as per direction of Engineer in Charge. Internal work-Exposed on wall25mm dia nominal bore 257 32mm dia nominal bore 258 40mm dia nominal bore 259 50mm dia nominal bore 260 Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore 261 32mm dia nominal bore 262 40mm dia nominal bore 263 50mm dia nominal bore 264 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore 265 Providing and fixing motorized butterfly valves the valve should be able to oprate with hot/cold water medium between 20---120 degree working temperature, the nominal pressure of the valve should be PN 16, leakage rate through the valve disc should be Rate-A Bubble tight to EN1266-1 with integrated flange sealing should ensure positive connection of the valve body seat ring and valve disc and provide a complete isolation of the media from the body. The disc casting should be precision machined and should give a smooth and close disc-to-seat relationship. The stem bearing should comprise of non corrosive PTFE bushing to completely isolate the valve seat from the body, resulting in increase control of the valve disc, lower valve seating torque and longer valve life. The disc should be stainless steel to offer a good corrosion resistance, superior resistance to a broad range of chemical enviorments as well as very low co-efficient of friction and excellent resistance to impact and ultra-violet radiation. For temperatures and rust proof operation the valve disc should be stainless steel material. (Make: Belmio) 50 mm nominal bore 266 40 mm nominal bore 267 32mm nominal bore 268 Supply of wall hanging drinking online water cooler with bottle filler facility, made by stainless steel top and heavy duty galvanized steel frame. With cooling capacity, ADA Compliant, size 472 mm Depth X 447mm width, flexible bubbler guard , operated between 50 to 120 PSI, Chiller unit Suitable to R134a Refrigerant, Adjustable thermostat control, suitable for 220-230v/50-60 hz A/C Supply Complete with all accessories which include MD-CU29, which is an EPA registered antimicrobial copper that fights off microorganisms which include MRSA and e-coli. The water Fountain shall possess NSF-USA, Green building, energy star saving certification, and to be placed at different location of buidling. As per Enginner Incharge- Make Oasis/ Filtrin/ Eureka Forbes 269 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. 270 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete.150 mm.dia. RCCPipes 271 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 250 mm.dia. RCCPipes 272 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 150 x 100 mm size P type 273 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line 274 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 275 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 276 COST OF SEWERAGE WORKS 277 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. Pipes 80 mm to 300 mmdiameter 278 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 279 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete.150 mm.dia. RCCPipes 280 250 mm.dia. RCCPipes 281 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 282 250 mm. dia. 283 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 284 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 285 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 286 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 287 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 288 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 289 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cementm concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 290 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 as per direction of Engineer in Charge. 100 mm nominal dia Pipes 291 80 mm nominal dia Pipes 292 50 mm nominal dia Pipes 293 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50mm nominal bore. 294 80mm nominal bore. 295 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100mm nominal bore. 296 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top 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 ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 297 Constructing brick masonry chamber 600 x 600x750mm insidewithF.P.S. brickwork in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mmtop diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slabwith 1 : 2 : 4 mix (1 cement : 2 coarsesand : 4 gradestone aggregate 20 mm nominal size); necessary excavation,foundationconcrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwithcement mortar 1 : 3 (1 cement : 3 coarsesand ) 12mmthick finished with a floatingcoatofneat cementcomplete as per standarddesign 298 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 299 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 300 In all kind of soil upto 3.0m to 4.5m. depth 301 In all kind of soil upto 4.5 m to 6.0m. depth 302 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) : 4 graded stoneaggregate 20 mm nominal size) 303 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 304 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) 305 Thermo-Mechanically Treated bars of grade Fe-500D or more. 306 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 307 Centering and shuttering including strutting, propping etc. and remova of form for : Foundations, footings, bases of columns, etc. for mass concrete 308 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 309 Suspended floors, roofs, landings, balconies and access platform 310 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 311 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 312 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. 313 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia 314 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 315 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 316 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. 317 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 318 BORE WELL 2 NOS BORE WELL INSTALLATIONS 319 350 mm dia 320 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (RMS) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150mm nominal size dia 321 `Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 322 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm. 323 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 324 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 325 Supplying & Installation of suitable Hp submersible pump B.S or K.S.Bor equivalent make with finolex cable 1x3x2.5 squmm(upto 75mtr) withflexible conduit 25mm dia, electrical out door pannel with required electrical fitting such as MCB of 0-25Amp (Havell or Indocopp or MDS make), Volt & Ampere meter (AE make), single phase preventer (Minilac or VSP -1 make) starter (L&T or BCH make) etc of approved make, 40mm HDPE Pipe (25 mtr) and all accessories complete as per requirement of site. 326 FIRE FIGHTING WORK PIPES & ACCESSORIES 327 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consiting of following, complete in all respects, as required: 450 Lpm Pump 35 mtr head 328 Providing, laying, testing & commissioning of C classheavy duty MS pipe conforming to IS 3589/IS 1239including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on thewall/ceiling with suitable clamp/support frame andpainting with two or more coats of synthetic enamel paint of required shade complete as required : 25 mm dia 329 32 mm dia 330 40 mm dia 331 50 mm dia 332 65 mm dia 333 80 mm dia 334 100 mm dia 335 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steelcoupling of 63 mm dia with cast iron wheel ISI markedconforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : Single headed Gunmetal 336 Supplying, fixing, testing and commissioning of 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 : 100 mm dia 337 80 mm dia 338 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 339 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Gun Metal 340 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. 30m 341 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling asrequired : 342 Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge andpaintingwith synthetic enamel paint of approved shade as required. 343 Providing & fixing of pressure switch in M.S. pipe lineincluding connection etc. as required. 344 Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 100 mm dia 345 Providing and fixining gun matel ball valve 346 Providing and fixining pressure gauge 347 Providing and fixing Fire hose cabinet glazed door shutter and frame with hold fasts ( frame fabricated from 40 x 40 x 5mm and shutter from 35x35x5mm M.S. angle) 2100 mm high x 1000 mm wide with locking arrangement, 4mm thick glass with M.S. flats including all accessories, painting with one coat of steel primer and two coats of postal red enamel paint. The words “Fire Hose Cabinet” to be painted on the box. 348 Providing and fixing air release valve 349 Fire Extinguisher:- Providing and fixing 6 Kg clean agent or ABC extinguisher with IS: 2171. (ISI marked) 350 Providing and fixing 4.5 Kg clean agent or CO2 extinguisher with IS: 2171. (ISI marked) 351 Providing and fixing fire man axe 352 Providing and placing on terrace (at all floor levels) polyethylene water storage 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. 353 Electrical Work 354 Sub-Head : WIRING 355 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 Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A 356 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. 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire 357 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 358 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 359 4 X 10 sq. mm + 1X6 sq. mm earth wire 360 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 361 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair 362 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 363 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm 364 25 mm 365 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 366 15/16 A switch 367 3 pin 5/6 A socket outlet 368 6 pin 15/16 A socket outlet 369 Telephone socket outlet 370 TV antenna socket outlet 371 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 372 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 373 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mmX75mm) 374 3 Module (100mmX75mm) 375 6 Module (200mmX75mm) 376 8 Module (125mmX125mm) 377 12 Module (200mmX150mm) 378 Installation .Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 379 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 380 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Up to 450 mm sweep 381 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 382 Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 383 Sub-Head : MCCB, MCB & OBS 384 Supplying and fixing following way, 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. as required. (But without MCB/RCCB/lsolator)6 way (4 + 18), Double door 385 4 way (4 + 12), Double door 386 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 387 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 388 Supplying and fixing following 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.63 A 389 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 390 Sub-Head : EARTHING 391 Earthing with G.l. 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. 392 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with Gl thimble etc. as required. 393 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) 394 Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. 395 Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required. 396 Sub-Head : LIGHTNING CONDUCTOR 397 Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. 398 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.l. strip, 125 mm long, with 4 nos. of G.l. bolts, nuts, chuck nuts and spring washers etc. complete as required. 399 Laying copper/ G.l. tape 32 mm X 6 mm from earth electrode directly in ground as required. 400 Sub-Head : MV CABLE LAYING 401 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq. mm 402 Above 35 sq. mm and up to 95 sq. mm 403 Above 185 sq. mm and up to 400 sq. mm 404 Laying and fixing of one number pVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Up to 35 sq. mm 405 Above 35 sq. mm and up to 95 sq. mm 406 Above 185 sq. mm and up to 400 sq. mm 407 Laying of one number PVC insulated and pVC sheathed /XLPE power cable of 1.1 KV grade of following size direct inground including excavation and refilling the trench etc as required but excluding sand cushioning and protective coveri ng. Up to 35 sq. mm (clamped with 1mm thick saddle) 408 Above 35 sq. mm and up to 95 sq. mm (clamped with 25x3mm MS flat clamp) 409 Above 185 sq. mm and up to 400 sq. mm (damped with 40x3mm MS flat clamp) 410 Laying one PVC ated PVC XLPE powe r cable of 11 KV grade of following size direct in ground incl uding excavation, sand cushioning, Protectivecovering and refilling the trench etc as required Above 185 sq. mm and uPto 400 sq mm 411 Sub-Head : MV CABLE JOINTING & END TERMINATION 412 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3-1/2 X 35 sq.mm 413 3-1/2 X 70 sq.mm 414 3-1/2 X300 sq.mm 415 4 X 10 sq. mm (25mm) 416 4 X 16 sq. mm (28mm) 417 4 X 25 sq. mm (28mm) 418 Sub-Head : MISC. CIVIL ITEMS 419 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.(DSR Civil 2023 Item no. 10.18.) 420 Sub-Head : Non-Schedule Items & Fixture 421 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductoretc as required. 422 Supply and installation of AC 300mm Sweep, 230/250 Volts, 50 Hz exhaustfan (Heavy Duty) withblades,cover etc. complete as required. 423 Supply and installation AC 230mm Sweep, 230/250 Volts, 50 Hz exhaustfan (Light Duty) withblades,cover etc. complete as required 424 Supply and fixingof LED Tube Lightwith batten suitablefor upto 1 X 22 watt LED Ba tten tube light complete includingtube etc on surface complete in all respect. (CAT - AAA) 425 Supply and installation of Recessed LED Downlighter ,made up of pressure die cast aluminum housing with high efficiency Prismatic PS diffuser, LED Used shall be SMD type and fixture should have minimum efficacy at System level >=110 lumens/watt with Minimum system Lumens 1500 lm & max wattage 12W,Life of fixture : 50000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500K (SDCM<=5), CRI Ra >=80, PF >0.9, an Operating working temp range - 0°C < Ta < 45°C & operating Voltage Range of 130-320 V AC. Minimum Internal Surge Protection 2.5KV. The fixture design should be with flicker free operations ripple <5%, comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety, IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI/EMC. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Both the fixture and Driver should have separate BIS approval. Signify Cat. ref. no: LERS03R012XW 426 Supply and installation of Recessed LED Downlighter ,made up of pressure die cast aluminum housing with high efficiency Prismatic PS diffuser, LED Used shall be SMD type and fixture should have minimum efficacy at System level >=110 lumens/watt with Minimum system Lumens 1500 lm & max wattage 6W,Life of fixture : 50000 burning Hrs. @ L70B50 Lumen maintenance, CCT of 6500K (SDCM<=5), CRI Ra >=80, PF >0.9, an Operating working temp range - 0°C < Ta < 45°C & operating Voltage Range of 130-320 V AC. Minimum Internal Surge Protection 2.5KV. The fixture design should be with flicker free operations ripple <5%, comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety, IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI/EMC. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Both the fixture and Driver should have separate BIS approval. Signify Cat. ref. no: LERS03R006PW 427 Supplyof36Wattto46Wattindoor Recess mounting LED Square Fitting for Armstrong CeilinghavingPowdercoateddiecastaluminium housing body withextended heat sink and diffuser of SpecialPolycarbonatemeterialanddriverset complete in all respect.CAT-AAA 428 Supply and Fixing of100W LED Luminaire For Flood Light (IP 66 PROTECTED) 429 Supplyof LEDTubeLightwithbatten suitable forupto 1X 10watt LED tube lightfitting includingtubeonSurfacecompleteinallrespect.(2ft) CAT-AAA 430 Supply & Fixing of LAN socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 431 Supply and fixing of Three phase multifunctional electronic energy meter 10 to 60 Amp. Capacity fitted in intergral box on wall complete in all respect. 432 Supply of aluminium conductor XLPE insulatedarmouredservedsheathedcables 1100 Volts grade. 16 sq. mm 4 core 433 35 sq. mm3-1/2 core 434 70 sq. mm3-1/2 core 435 Supply &Erracetionoffactory fabricated&wired metalcladdustandverminprooffloormounting, M.S. Channel Base with bottom and top cable entreisElectricalcontrolpanelwithTPNMCCBs (FourPole36KAwiththermalmagnatic release)Switches Complete andinstrument chamber etc.complete in all respects. The instrument chamber shallbeseparateandshallcompriseofflushtype digitalmeteringsystemforphasetophasevoltage andsinglephasevoltage,currentandother parameters(KVA,P.F,KWetc)ineachphasewith touchtypeselectorswitchesfordifferentreadings, instrument fuses, current transformer etc. The panel boardshall havesuitablecapacity electrolytic alumininum busbars as perIS8623 orabove istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC supportwithdeteachablesidecoversandshallbe suitableforextensiononthesides.TheMCCBs shallbecompletewithsuitablecableendboxes, compressionglandsandindicatinglampon incoming etc.The Jobincludesthe grounting oftheboardas per directionsofEngineer-incharge.Alloutgoingsof 100AmpandaboveshallhaveanAmmeter.The panelboardshallbefabricatedwithCRCAsheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat B Only. 100 Amp MCCB -1 No 436 100 Amp. MCCB-2 Nos..+(100 AMP. MCCB-2 NOS.+63 AMP FPMCB-10NOS.) 437 Main L.T. PANELS:-Supply, erection, testing & commissioning of IP -54 cubicle type Panel fabricated (folded joints construction) out of 14 SWG CRCA sheet steel floor mounted totally enclosed extendable on both sides switchboard of uniform width with top cable entry and suitable for use on 415 V 3 phase 4 wire 50 c/s having 50 KA fault capacity complete and housed with incomming and outgoing aluminium bus-bars,interconnection between feeders etc. and their accessories including supply and fixing of base channels of 100x50x6mm as required with provision for following incoming and outgoing switchgear with protection, metering etc. and terminals for scheduled cables and also compataible to PC/PLC/BMS with communiction port RS-485, complete as required and as per specification and schematic diagram complete as required. 438 Main Emergency PANELS 439 Supply, erection, testing & commissioning of IP -54 cubicle type Panel fabricated (folded joints construction) out of 14 SWG CRCA sheet steel floor mounted totally enclosed extendable on both sides switchboard of uniform width with top cable entry and suitable for use on 415 V 3 phase 4 wire 50 c/s having 50 KA fault capacity complete and housed with incomming and outgoing aluminium bus-bars,interconnection between feeders etc. and their accessories including supply and fixing of base channels of 100x50x6mm as required with provision for following incoming and outgoing switchgear with protection, metering etc. and terminals for scheduled cables and also compataible to PC/PLC/BMS with communiction port RS-485, complete as required and as per specification and schematic diagram complete as required. 440 TRANSFORMER 441 Supply Installation testing and commissioning of 400 KVA ONAN Oil Type 11/0.433 KV Transformer with Loss level of IS1180 with RTCC and OLTC with foundation and complete in all respect. 442 Supply installation testing and commissioning of Double pole structure with 11 KV TPMO switch, fuse and all allied accessories with LA complete in all respect with foundation work a required 443 Supply, erection, testing & commissioning of 230 V, single phase, 2 wire, A.C. to 24V D.C. 180 AH sealed maintenance free batteries with semiconductor/ IGBT (half wave rectifier) with auto-manual trickle boost facility battery charging units complete including 1 No. Distribution board having 63 Amps DP MCB incomer and 12 No. 16/ 20 Amps DP MCBs (D.C. duty) as outgoing complete as required as per technical specifications. 444 Supplying and fixing of non-skid rubber mat 25mm thick and 900mm width as required including cutting to required lengths of approved make with Test Certificates for H.T. 11 KV panels. 445 Supplying and fixing of non-skid rubber mat 16mm thick and 900mm width as required including cutting to required lengths of approved make with Test Certificates for L.T. panels. 446 Supplying and fixing of fire bucket painted red and duly filled with sand conforming to IS: 2546-1974. 447 Supplying and fixing of MS stand suitable for supporting two buckets (Pedestal type) 448 Supplying and fixing of MS stand suitable for supporting four buckets (Pedestal type) 449 Supplying and fixing of shock restoration chart written in English and Hindi duly framed in as required. 450 Supplying and fixing of carbon dioxide fire extinguisher type 4 kgs. Capacity of approved make with wall mounting bracket as required conforming to IS: 2878/1976 (Push type). 451 Supplying and fixing of first aid box as approved complete with standard kit as prescribed by Indian Red Cross. 452 Supply and fixing of H.T. Danger notice plate of 250x200mm made of mild steel at least 2mm thick and vitreous enameled white on both side with inscription in signal red colour on front side as required. 453 MV CABLES 454 Supplying, laying, of following sizes XLPE, 11 KV earthed cable in existing open structure/ Hume pipe/in trench including in vertical formation as per technical specification and complete as required. (The payments of cable length shall only be made upto gland in panel on both sides not for loop and connection cables of approximate length upto 2 metres either sides.) 3Cx120 Sq.mm. 455 Supply and Laying of one number PVC insulated andXLPE power cable of 11 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 3Cx120 Sq.mm. 456 supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 3Cx120 Sq.mm. 457 Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 458 Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 3Cx300 Sq.mm. 459 Providing and fixing UPVC pipes as per IS:13592 suitable for 6 Kg/ sq cm pressure, including all fittings with accessories i.e bends, junctions, cowls,offsets,PVC pipe clips/holders etc. and jointingwith rubber rings and cement solvent complete as per manufacturers specifications with excavation, refilling and disposal ofsurplus earth, including cutting holes inwalls and floors ,wherever required and making good the same, complete as directed by the Engineer-in-Charge. 110 sq.mm outer dia 460 200 sq.mm outer dia 461 DIESEL GENERATOR 462 50 mm thick wiremesh & aluminum cladding etc., as required as per specifications. 250 KVA 463 L.V. CABLES 464 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge,complete in allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 3.5 C x 300 sq.mm 465 3.5 C x 240 sq.mm 466 3.5 C x 150 sq.mm 467 3.5 C x 120 sq.mm 468 3.5 C x 95 sq.mm 469 3.5 C x 25 sq.mm 470 4C x 16 sq.mm 471 4C x 10 sq.mm 472 2CX16 sqmm 473 2CX10 sqmm 474 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable ruber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer incharge. 3.5 C x 300 sq.mm 475 3.5 C x 240 sq.mm 476 3.5 C x 150 sq.mm 477 3.5 C x 120 sq.mm 478 3.5 C x 95 sq.mm 479 3.5 C x 25 sq.mm 480 4C x 16 sq.mm 481 4C x 10 sq.mm 482 2CX16 sqmm 483 2CX10 sqmm 484 Supply and fixingof cable tray,bay lights/steel work in position including clamps, frame work of flats, angle iron, channel with fabrication work including cutting, bending, welding, drilling bolting etc. as per design as required.One coat of primer and 2 coats of enamel paint of approved shade shall be provided. 485 Supply and fixing of perforated 2mm thick CRCA sheet steel power coated cable tray of following sizes complete with bend/tee joints, coupling plate & nuts bolts etc. including providing and fixing of M.S. painted hanger etc. as required. 300mm wide 62.5mm depth 486 EARTHING 487 Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc.as per directions of Engineer-in-charge complete in all respects as per drawing (This will apply for earthing of poles also). 488 Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystallineconductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified 489 Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect. 490 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. 491 Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. 492 EXTERNAL LIGHTING 493 OUT GOINGS:- 494 6 Nos. 32A TPN contactor 495 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 and above protection complete in all respect.CAT-AAA 496 Supply and fixing of 3 Watt to 6 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect..CAT-AAA 497 Supply and fixing of decorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect.CAT-AAA 498 Supply & Erection of 3/4 meter long GI Decorative pole for above post top fitting with inbuilt junction box, MCB,sleeve in foundation and required wiring till fixture,J-Hooks baseplate etc complete in all respect in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 499 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects including connecting copper wiring (CAT- AAA) 500 Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and with inbuilt junction box with MCB,and wiring till fixture, sleeve in foundation,and Required T&P completee in all respect. 501 Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and with inbuilt junction box with MCB,and wiring till fixture, sleeve in foundation,and Required T&P completee in all respect. 502 Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates,internal wiring, etc completee in all respect. 503 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 75 to 90 Watt. Confirming to IP 65 protection complete in all respect.(CAT - AAA) 504 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 175 to 200 Watt. Confirming to IP 66 protection complete in all respect CAT-AA 505 Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect. 506 Supply and fixing of 6 Watt LED under water light fitting of SS body, mounting box along with drivers,connecting submersible cable cord with all accessories complete in all respect.Klite/Wipro 507 Supply and fixing of 18 Watt LED under water light fitting of SS body, mounting box along with drivers, connecting submersible cable cord with all accessories complete in all respect.Make Klite/Wipro 508 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 6 sq. mm 4 core 509 10 sq. mm 4 core 510 25 sq. mm 3-1/2 core 511 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer- Incharge. 6 sq. mm 4 core 512 10 sq. mm 4 core 513 25 sq. mm 3-1/2 core 514 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch boardthe cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 515 Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. 516 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. 517 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.90 mm dia (OD-90 mm & ID-76 mm nominal) 518 120 mm dia (OD-120 mm & ID-103 mm nominal) 519 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 100 mm dia 520 150 mm dia 521 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100mm dia 522 150 mm dia. 523 250mm dia 524 Solar Plant 525 Solar Online grid Sytem 526 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modulesused in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPEinsulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. asrequired.

Key Value

Document Fees
INR 41300 /-
EMD
INR 11729000.0 /-
Tender Value
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