Construction Of Conventional Cluster Bus Depot No. Ii At Burari, Delhi Sh Civil Works And Electrical Works Construction Of Conventional Cluster Bus Depot No. Ii At Burari, Delhi Sh Civil Works And Electrical Works
Tender Value
26.56 Crore
Estimated cost
Bid Submission
21 Mar 2022
0 days left
EMD
36.56 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
burari → Delhi
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Conventional Cluster Bus Depot No. Ii At Burari, Delhi Sh Civil Works And Electrical Works Construction Of Conventional Cluster Bus Depot No. Ii At Burari, Delhi Sh Civil Works And Electrical Works
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE OF QUANTITY (FOR CIVIL WORKS) |
| 2 | DSR 2021 and A/R based on DSR 2021 ITEMS |
| 3 | 1) Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. |
| 4 | 2) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 5 | a)All kinds of soil |
| 6 | 3) Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqmon plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. |
| 7 | a) All kinds of soil. |
| 8 | 4) Excavating trenches of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,depth upto 1.5m including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within a lead of 50m. |
| 9 | a) All kinds of soil. |
| 10 | Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia |
| 11 | 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. |
| 12 | 6)Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.a) All kinds of soil |
| 13 | 7) Supplying and filling in plinth with locally available sand under floors, including watering, ramming, consolidating and dressing complete. |
| 14 | 8) Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 mabove ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. |
| 15 | 9) Earth work in rough excavation , banking excavated earth obtained from borrow pits in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, including all leads, lifts and royality etc. complete.a) All kinds of soil Note : This item is for construction of embankment with earth obtained from the borrow pits.No earth is available at site.Agency himself shall arrange the earth for filling and execute the work as per SOQ item complete.Nothing extra shall be paid on account of arranging earth from any source. |
| 16 | 10) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 17 | a) 1:2:4 (1 cement : 2 coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size) derived from natural sources |
| 18 | b) 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. |
| 19 | 11) Extra for addition of synthetic Polyester triangular fibre/Polypropylene fibres of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge. |
| 20 | 12) Centering and shuttering including strutting, propping etc. and removal of form for : |
| 21 | a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 22 | b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 23 | c) Suspended floors, roofs, landings, balconies and access platform |
| 24 | d) Shelves (Cast in situ) |
| 25 | e) Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 26 | f) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 27 | g) Stairs, (excluding landings) except spiral-staircases. |
| 28 | h) Edges of slabs and breaks in floors and walls |
| 29 | i) Under 20 cm wide |
| 30 | ii) above 20 cm wide |
| 31 | i) Weather shades, chajjas, corbels, etc, including edges |
| 32 | 13) 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). |
| 33 | a) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 34 | 14) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 35 | a ) Mild steel and Medium Tensile steel bars |
| 36 | b ) Thermo-Mechanically Treated bars of grade Fe 500 D or more |
| 37 | 15)Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 38 | a)Thermo-Mechanically Treated bars. of grade Fe 500 D or more |
| 39 | 16)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, Ordinary Portland, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 40 | a) All work upto plinth level |
| 41 | i) Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 42 | b)All works above plinth level upto floor V level |
| 43 | i) Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 44 | 17)Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 45 | 18)Brick work withcommon burnt clay F.P.S.(non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 46 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 47 | 19)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 : |
| 48 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 49 | 20)Half brick masonry 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. |
| 50 | a) Cement mortar 1:4 (1 cement :4 coarse sand) |
| 51 | 21)Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. |
| 52 | 22)Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 53 | 23)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. complete at all levels. |
| 54 | a)Granite stone slab all colour and texture except black, Cherry/Ruby red |
| 55 | i)Area of slab upto 0.50 sqm |
| 56 | ii) Area of slab over 0.50 sqm |
| 57 | 24)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. |
| 58 | 25) 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. |
| 59 | 26)Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete wedgeg expansion type.a) Fastener with threaded dia 10 mm |
| 60 | 27)Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.a) Granite Stone of approved shade. |
| 61 | 28)Providing and fixing machine cut, mirror/ eggshell polished , Granite stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.“a)18 mm thick Granite of all colour except black cherry/ruby red.Note:- Sample shall be approved by the Engineer-in-Charge. |
| 62 | 29)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) : |
| 63 | a) Gang saw cut stone |
| 64 | i)30mm thick White sand stone |
| 65 | ii)30mm thick Red sand stone |
| 66 | 30)Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 67 | 31)Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 68 | 32)Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) 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. |
| 69 | 33) Designing, fabricating, testing, installing and fixing in position CurtainWall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resincoating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. |
| 70 | c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete r equired to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for |
| 71 | ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings andas directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 72 | 34)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.a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 73 | 35) Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 74 | 36)Providing 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 screwsetc. complete |
| 75 | a) 300x16 mm |
| 76 | b) 250x16 mm |
| 77 | 37)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 : |
| 78 | a)250x10 mm |
| 79 | b)200x10 mm |
| 80 | c)150x10 mm |
| 81 | 38)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 : |
| 82 | a) 125 mm |
| 83 | b) 100 mm |
| 84 | c) 75 mm |
| 85 | 39)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. |
| 86 | a) Twin rubber stopper |
| 87 | 40)Providing and fixing aluminium casement stays 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.a) 250 mm |
| 88 | 41)Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,complete as per manufacturer’s specification and irection of Engineerin-Charge. |
| 89 | 42)Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer\"s specification & drawing. |
| 90 | a) 30 mm thick pre laminated PVC door shutters |
| 91 | 43)Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. |
| 92 | a) With 12 mm mild steel U beading |
| 93 | 44)Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 94 | 45)Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 95 | 46) Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primera) Using M.S. angels 40x40x6 mm for diagonal braces |
| 96 | 47) Providing and fixing T-iron frames for doors, windows and ventilators ofmild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 97 | a) 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). |
| 98 | 48)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.a) Hot finished welded type tubes |
| 99 | 49)providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 100 | 50)Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 101 | 51)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. |
| 102 | a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 103 | 52)Providing and fixing stainless steel ( Grade 304) railing/grills/gates made of Hollow tubes, channels, plates, flats, square sections etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 104 | 53)Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment 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).a) Medium shade pigment using 50% white cement 50% Grey cement. |
| 105 | 54)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) : |
| 106 | a)25 mm Thick |
| 107 | 55)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. |
| 108 | 56)Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 109 | 57)Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre . |
| 110 | 58)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 slabover 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. |
| 111 | a) Polished Granite stone slab of all colour and texture exceptBlack, Cherry/Ruby Red |
| 112 | 59)Providing and laying rectified Glazed Ceramic floor tiles of size 300 x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622, of approved make,in all colours,shades, except white, Ivory, Grey, Fume Red Brown, laid on20mm thick Cement Morter 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc., complete |
| 113 | 60)Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacture) with water absorption less then 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20mm thick cement morter 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.a) Size of Tile 600x600 mm. |
| 114 | 61)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 dado skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Note :This size of tile is to be provided in skirting of rooms and agency will be allowed to cut the tile of 60x60 cm (to be used in flooring)to get the skirting tile of size 60x10 cm also |
| 115 | a) Size of Tile 60 cm (W) x 10 cm (H) |
| 116 | b) Size of Tile 60cm (W) x 120 cm (H). |
| 117 | 62)Providing and fixing red sand stone gang saw cut with machine cut edgesfor roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 coarse sand) with an admixture of pigment matching the stone shadea) Red sand stone gang saw cut 40 mm thick. |
| 118 | 63)Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 119 | a) 110 mm diameter |
| 120 | 64)Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 121 | a)Coupler |
| 122 | 110 mm |
| 123 | b)Single tee with door |
| 124 | 110x110x110 mm |
| 125 | c)Bend 87.5° |
| 126 | 110 mm bend |
| 127 | d)Shoe (Plain) |
| 128 | 110 mm Shoe |
| 129 | 65)Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. |
| 130 | 66)Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : |
| 131 | Gutter .(600 mm over all girth) |
| 132 | 67)Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 133 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. |
| 134 | 68)Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/ cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel ofsize(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture (Spintone / Cosmos/hexa) in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge. |
| 135 | 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%, noncombustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/m 0 KC. |
| 136 | 69) 12 mm cement plaster of mix :a) 1:6 (1 cement: 6 coarse sand) |
| 137 | 70) 15 mm cement plaster on rough side of single or half brick wall of mix :a) 1:6 (1 cement: 6 coarse sand) |
| 138 | 71)15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :a) 1:4 (1 cement: 4 coarse sand) |
| 139 | 72) 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 140 | 73) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:a) New work (Two or more coats) over and including water thinnable priming coat with cement primer. |
| 141 | 74)Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :a) 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) |
| 142 | 75)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :a)Two or more coats on new work. |
| 143 | 76) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 144 | a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 145 | 77) French spirit polishing : a) Two or more coats on new works including a coat of wood filler |
| 146 | 78)Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2(1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approvedpattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately) |
| 147 | 79)Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to theunder layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : |
| 148 | a) 15 mm wide and 15 mm deep groove |
| 149 | 80)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. |
| 150 | 81)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.a) Two coats |
| 151 | 82)Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 152 | 83) Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 153 | 84)Providing and laying in position rubberized bitumen hot sealing compound for sealing of expansion jointsin roads / pavements allcomplete as per direction of the Engineer-in-Chargea) Using grade ‘A’ sealing compound. |
| 154 | 85) Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 155 | 86) Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 156 | 87) Providing and laying in position machine batched and machine mixed design mix cement concrete of M-40 grade,in cement conctere pavementusing cement content as per design mix, using coarse sand and graded stoneaggregate of 20 mm nominal size in appropriate proportionsas per approved & specified design criteria, providing dowel bars withsleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically, levelling to required slope/ camber, using sensor paver/ slip form paverfinally texturing the top suraface with texturing machine to obtain rough uniform texture with lines to make it anti slippary , including curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 65 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 157 | Note - 1.Cement content considered in this item is @ 400 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.2. The cost of providing synthetic Polyester triangular fibre/Polypropylene fibres in concrete mix will be paid separately under relevant item.3. The cost includes transportation of RMC by transit mixture at site of work.4. The cost of cutting grooves of required size /shape within specified time after concreting is included in the rates of item.5- Water cement ratio in the concrete mix shall not exceed 0.40. |
| 158 | 88) Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 159 | 89) Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-incharge. |
| 160 | 90) Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with locally available sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge. a) 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. |
| 161 | SANITARY INSTALLATIONS |
| 162 | 91)Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 163 | a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 164 | 92) Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :a) W.C. pan with ISI marked white solid plastic seat and lid. |
| 165 | 93) Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 166 | a) Range of two half stall urinals with 5 litre P.V.C. Automatic flushing cistern |
| 167 | b) Range of three half stall urinals with 10 litre P.V.C.automatic flushing cistern. |
| 168 | c) Range of four half stall urinals with 10 litre P.V.C. Automatic flushing cistern. |
| 169 | 94) Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:a) White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 170 | 95) Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :a)Kitchen sink with drain boardi)510x1040 mm bowl depth 250mm. |
| 171 | 96) Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.a)Flexible pipei)32 mm dia |
| 172 | 97) Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 173 | 98) Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 174 | 99)Providing and fixing soil, waste and vent pipes :a) 100 mm diai) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. |
| 175 | 100) Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :a) For 100 mm dia pipe. |
| 176 | 101) Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100 mm diai) Sand cast iron S&S as per IS - 3989. |
| 177 | 102) Providing and fixing plain bend of required degree.a) 100 mm diai) Sand cast iron S&S as per IS : 3989. |
| 178 | 103) Providing and fixing heel rest sanitary benda) 100 mm diai) Sand cast iron S&S as per IS - 3989. |
| 179 | 104) Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :a) 100x100x100x100 mmi) Sand cast iron S&S as per IS - 3989. |
| 180 | 105) Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100x100x100 mmi) Sand cast iron S&S as per IS - 3989. |
| 181 | 106) Providing and fixing single equal plain junction of required degree :a) 100x100x100 mmb) Sand cast iron S&S as per IS - 3989. |
| 182 | 107)Providing and fixing terminal guard :a) 100 mmi) Sand cast iron S&S as per IS - 3989. |
| 183 | 108) Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :a) 100 mm. |
| 184 | 109) Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :a) 100 mm. |
| 185 | 110) 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) 100 mm inlet and 100 mm outleti) Sand Cast Iron S&S as per IS: 3989. |
| 186 | 111) Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :a) 100 mm diameter pipe. |
| 187 | 112) Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.a) 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. |
| 188 | WATER SUPPLY |
| 189 | 113) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc., |
| 190 | a)15 mm nominaldia .Pipes. |
| 191 | b)20 mm nominaldia .Pipes. |
| 192 | c)25 mm nominaldia .Pipes. |
| 193 | 114) 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.External work |
| 194 | a)20 mm nominaldia .Pipes. |
| 195 | b)25 mm nominaldia .Pipes. |
| 196 | c)32 mm nominaldia .Pipes. |
| 197 | d)50 mm nominaldia .Pipes. |
| 198 | e) 65 mm nominal inner dia Pipes |
| 199 | f) 80 mm nominal inner dia Pipes |
| 200 | 115)Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 201 | 116)Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :a) 15 mm nominal bore. |
| 202 | 117)Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.a) 15 mm nominal bore. |
| 203 | 118) Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931 |
| 204 | 15mm nominal bore |
| 205 | 119)Providing and fixing PTMT bib cock of approved quality and colour. |
| 206 | a) 15 mm nominal bore, 90 mm long, weighing not less than 93 gms |
| 207 | 120)Providing and fixing PTMT stop cock of approved quality and colour. |
| 208 | a)15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 209 | b)Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms |
| 210 | 121)Providing and fixing PTMT grating of approved quality and colour.a) Circular typei) 100 mm nominal dia |
| 211 | 122)Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.a) 25 mm nominal bore, 152mm long, weighing not less than 440 gms |
| 212 | 123) Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms |
| 213 | 124)Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 214 | 125)Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.a) 15 mm nominal bore with 45 cm length each |
| 215 | 126)Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 216 | a) 15mm nominal bore, weighing not less than 32 gms |
| 217 | b) 20mm nominal bore, weighing not less than 40 gms |
| 218 | c) 25mm nominal bore, weighing not less than 62 gms |
| 219 | D R A I N A G E |
| 220 | 127)Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1fine sand)including testing of joints etc. complete : |
| 221 | a) 100 mm diameter. |
| 222 | b) 250 mm diameter |
| 223 | 128)Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: |
| 224 | a) 100 mm diameter S.W. pipe |
| 225 | b) 250 mm diameter S.W.Pipe |
| 226 | 129)Providing and fixing square-mouth S.W. gully trap class SP1 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 : |
| 227 | a)150 x 100 mm size P type. |
| 228 | i)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 229 | 130)Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 230 | a) 250 mm dia. R.C.C. pipe |
| 231 | b) 300 mm dia. R.C.C. pipe |
| 232 | 131)Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 233 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 234 | 132)Extra for depth for manholes :a) Size 90x80 cmi) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 235 | 133)Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 236 | a) 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : |
| 237 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 238 | 134)Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 239 | 135)Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 240 | a) 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall bepaid for separately) : |
| 241 | i) With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 |
| 242 | 136)Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 243 | 137) Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanentdentification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 244 | 138) Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :a) For pipes 250 to 300 mm diameter. |
| 245 | 139)Constructing brick masonry road gully chamber 45x45x77.5 cmwith bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) withprecast R.C.C. vertical grating complete as per standard design :a) With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 |
| 246 | 140)Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick honey comb shaft with bricks and S.W. drain pipe 100 mmdiameter, 1.8 m long complete as per standard design |
| 247 | a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 248 | 141) 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) : |
| 249 | a) For fixed portion |
| 250 | i) Powder coated aluminium (minimum thickness of powder coating 50 micron). |
| 251 | b) 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) |
| 252 | i)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 253 | 142) 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):a) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 254 | 143) 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 withwater 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. |
| 255 | 144) Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls 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 |
| 256 | and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with 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 jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally |
| 257 | d) finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin-Charge : |
| 258 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 259 | 145)Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. |
| 260 | a) All types of soil300 mm dia |
| 261 | 146) Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) 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. |
| 262 | a) 200 mm nominal size dia |
| 263 | 147) 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. |
| 264 | a) 200 mm nominal size dia |
| 265 | 148) 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. |
| 266 | 149)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 direction of Engineer-incharge. |
| 267 | 150)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 -in-charge. |
| 268 | Less 1% as per GNCTD circular |
| 269 | NON DSR ITEMS |
| 270 | 151) Providing and fixing K-Span roofing (Self supporting roofing system) on design & build Basis for already completed structure in workshop block, the sheeting material should conform ASTM A-792 Standards, PPGL coil : Width 914 mmusing thickness as mentioned and Tensile Strength as per the approved Design and Technical specification, Galvalume Coating: AZ-150, Paint Coat: Regular Modified Polyster, Paint Coating : 20-25 microns above 5-7 microns and above primer ( Back coat Industry colour) including fabrication, consumables, profilling the sheeting material at site with the help of K-Span machines, erection in position includingone / tab per 4 Sq mtr roof area having maximum point load capacity of 40 kg complete inclusive all, as per the direction of Engineer-in-charge. |
| 271 | The Contractor shall submit the shop drawing of all the K- span roofing for approval of the Engineer-in-charge, including sample of the material for chosing colour etc. before any procurement. The payment shall be made based on the actual finished roof curved area at site. The contractor has to ensure two year warranty term against any leakage or manufacturing defect for which 10% amount shalll be kept hold till end of five year from the date of commissioning.This withheld amount can be released against an equivalent amount of bank gurantee for the required period. |
| 272 | a)Using thickness 1.00 mm (minimum) |
| 273 | b)Using thickness 1.10 mm (minimum) |
| 274 | 152) Providing and fixing hangers in the K-Span roofing to support cables and light fixtures of required size and shape as per the manufacturer\"s specification complete and as per direction of Engineer-in-Charge. |
| 275 | 153) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) gate valve of approved brand having thermal stability for hot & cold water supply including fittings with one step CPVC solvent cement, testing of joints complete as per direction of Engineer in Charge. |
| 276 | a)25 mm nominal bore |
| 277 | b)32 mm nominal bore |
| 278 | 154) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) non return valve of approved brand having thermal stability for hot & cold water supply including fittings with one step CPVC solvent cement, testing of joints complete as per direction of Engineer in Charge. |
| 279 | a)50 mm nominal bore |
| 280 | 155) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) union of approved brand having thermal stability for hot & cold water supply including fittings with one step CPVC solvent cement, testing of joints complete as per direction of Engineer in Charge. |
| 281 | a)20mm nominal bore |
| 282 | b)25mm nominal bore |
| 283 | c)32 mm nominal bore |
| 284 | d)50 mm nominal bore |
| 285 | 156) Providing and fixing square type cromium plated grating with fixed frame and removable grating of approved brand and quality as per direction of Engineer-in-Charge. a) 100 mm nominal dia. |
| 286 | 157) Providing Services of inspection vehicle (suitable for all weather condition) in good working condition with model of the car not being older than July 2021 and minimum ground clearance of 180mm, minimum engine capacity 1400cc, including cost of petrol/diesel, driver maintenance of car etc. Driver should be available as and when called including Sunday, Holidays & late hours. The rate shall include milage of 2500km per month per vehicle with 12 hours per day and complete as per direction of Engineer-in-Charge (Deviation upto 100%). |
| 287 | 158) Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick for Hard Strata including overlaps at the edges as per structural drawings / as per direction of Engineer in Charge. |
| 288 | 159) Finishing wth high gloss acrylic polysiloxane paint of internation brand (AKZO Nodal, jotun, Hempel or approved equivalent brand on new steel work of required colour to given an even shade upto all heights. The finishing will include the following treatment costs : (i) Surface treatment- All surface shall be cleaned of loose substances and foreign materials, e.g., rust, oil, grease, welding flux etc.(ii) 1st Coat-Providing and applying two component high build Zinc Rich Epoxy Primer Poly amide cured likeinterzinc 52 of international Paints or approvedequivalents. DFT-75 microns.(iii) 2nd Coat- Providing and applying two component High Build Epoxy intermediate coat pigmented with Micaceous like intergard 475HS of international paint or approved equivalent DFT-150 microns.(iv) 3rd Finishing Coat- Providing and applying two components High Gloss Acrylic Polysiloxane finish Paint like interrfine 878 of international paintts of approved equivalent. DFT-75 microns.The total average DFT of Surface should be minimyum 300 microns. the painting is to be done with sprayingequivalent only. Workis to be carried out as per the specification of the manufacturer and direction of Engineer-in-Charge complete. (Note : Primer and Paint shal be of the same brand/manufacturer). |
| 289 | SCHEDULE OF QUANTITY (For Electrical Work) |
| 290 | 1)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 steel conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as reqd.(a)- Group C |
| 291 | 2)Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as reqd. |
| 292 | 3)Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as reqd |
| 293 | 3.1)3 x 1.5 sq.mm |
| 294 | 3.2) 6 x 1.5 sq.mm |
| 295 | 3.3) 9 x 1.5 sq.mm |
| 296 | 3.4) 3 x 2.5 sq.mm |
| 297 | 3.5) 6 x 2.5 sq.mm |
| 298 | 3.6) 3 x 4 sq.mm |
| 299 | 3.7) 6 x 4 sq.mm |
| 300 | 3.8) 3 x 6 sq.mm |
| 301 | 4) Supplying and drawing following pair, 0.5 sq.mm FRLS PVC insulated copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit as reqd |
| 302 | 4.1) 2 Pair |
| 303 | 4.2) 4 Pair |
| 304 | 5) Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess i/c painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as reqd. |
| 305 | 5.1) 20mm |
| 306 | 5.2) 25 mm |
| 307 | 5.3) 32 mm |
| 308 | 6) Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as reqd. |
| 309 | 6.1) 5/6 A switch |
| 310 | 6.2) 15/16 amp switch |
| 311 | 6.3) 3 pin 5/6 A socket outlet |
| 312 | 6.4) 6 pin 15/16 amp socket outlet |
| 313 | 6.5) Telephone socket outlet |
| 314 | 6.6) Bell Push |
| 315 | 7) Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as reqd. |
| 316 | 7.1) 1 or 2 Module (75mm x 75mm) |
| 317 | 7.2) 8 Module (125mm x 125mm) |
| 318 | 7.3) 12 Module (200mm x 150mm) |
| 319 | 8) Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required |
| 320 | 9) Supplying and fixng 3 pin, 5 amp. Ceiling rose on the existing junction box/ wooden bolock including connection etc. as reqd. |
| 321 | 10) Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required |
| 322 | 11) Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 323 | 12)Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. |
| 324 | 12.1) 1 run of cable |
| 325 | 12.2) 2 run of cable |
| 326 | 13) Supplying & fixing suitable size GI box wih modular plate and cover in front on 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. |
| 327 | 14) Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required |
| 328 | 14.1) 125 A, 16 KA,TPMCCB |
| 329 | 14.2) 200 A, 25 KA,TPMCCB |
| 330 | 14.3) 250 A, 35 KA,TPMCCB |
| 331 | 14.4) 400 A, 35 KA,TPMCCB |
| 332 | 15) Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are reqd.) |
| 333 | 15.1) 8 Way (4+24),Double Door. |
| 334 | 16) 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 reqd. |
| 335 | 16.1) Single pole |
| 336 | 16.2) Triple pole |
| 337 | 17) Supplying and fixing following rating, four pole,415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as reqd. |
| 338 | 17.1) 63 A |
| 339 | 17.2) 100 A |
| 340 | 18) Earthing with G.I. earth pipe 4.5 mtr long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as reqd. |
| 341 | 19) Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 342 | 20) Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 343 | 21) Providing and 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 reqd. |
| 344 | 22) 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 reqd. |
| 345 | 22.1) 2C x 25 Sq.mm Aluminium armoured |
| 346 | 22.2) 3.5C x 35 Sq.mm Aluminium armoured |
| 347 | 22.3) 3.5C x 50 Sq.mm Aluminium armoured |
| 348 | 22.4) 3.5C x 70 Sq.mm Aluminium armoured |
| 349 | 22.5) 3.5C x 185 Sq.mm Aluminium armoured |
| 350 | 22.6) 3.5C x 240 Sq.mm Aluminium armoured |
| 351 | 22.7) 4C x 25 Sq.mm Aluminium armoured |
| 352 | 23)Supply, Installation, Testing and Commissioning of 1200mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (CMM/W) minimum 6.85 Air delivery minimum 215 CMM, 350 RPM(tolerance as per IS: 374-2019) THD less than 10%, remote or electronic regulator unit speed control and all remaining accessories including safety pin, nut bolts, washers temperature rise=75 degree C (Max.) insulation resistance more than 2 mega Ohm, suitable for 230 V, 50Hz, Single phase AC supply, earthing etc., complete as required (Crompton/Orient/Havells). |
| 353 | 24) 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. in the existing trench, complete as equired. |
| 354 | i) 90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 355 | ii) 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 356 | Add 6.05% Cost Index on DSR Items |
| 357 | NON-DSR Items |
| 358 | 25) Supplying and Laying of one number XLPE, Al. conductor (Armoured) power cable of 1.1 kV grade,of following size in the existing RCC/ HUME/ METAL pipe as reqd |
| 359 | a) 2 x 25 sqmm |
| 360 | b) 4 x 25 sqmm |
| 361 | c) 3.5 x 35 sqmm |
| 362 | d) 3.5x50sqmm |
| 363 | e) 3.5x70sqmm |
| 364 | f) 3.5x185sqmm |
| 365 | (g) 3.5x240sqmm |
| 366 | 26)Supplying and Laying of one number XLPE, Al. conductor (Armoured) power cable of 1.1 kV grade,of following size on wall surface as reqd. |
| 367 | a) 4x25sqmm |
| 368 | b) 3.5 x 35 sqmm |
| 369 | c) 3.5x50sqmm |
| 370 | d) 3.5x70sqmm |
| 371 | e) 3.5x185sqmm |
| 372 | 27) Supplying and Laying of one number XLPE, Al. conductor (Armoured) power cable of 1.1 kV grade,of following size in the existing masonry open duct as reqd. |
| 373 | a) 3.5 x 35 sqmm |
| 374 | b) 3.5x50sqmm |
| 375 | c) 3.5x70sqmm |
| 376 | d) 3.5x185sqmm |
| 377 | e) 3.5x240sqmm |
| 378 | f) 4x25sqmm |
| 379 | 28)Supplying, Installation, testing and commissioning of wall bracketlight fitting suitable for LED Lamp and with1 no.14W-18W LED lamp complete with all accessories i/c connections etc., as reqd. |
| 380 | 29)Supplying, installation, testing and commissioning of 140W-150W LED High Bay Luminaire, Aluminium extruded housing, complete i/c connections etc., as reqd. |
| 381 | 30) Supplying, installation, testing and commissioning of Wall/Ceiling mounted 20W-24W LED Batten, with extruded Aluminium housing complete i/c connections etc., reqd. |
| 382 | 31) Supplying, installation, testing and commissioning of 10W-14W LED Surface mounted Down lighter with powder coated Al. housing with PS defuser for higher efficacy, complete i/c connection etc., as reqd. |
| 383 | 32) Supplying, installation, testing and commissioning of 36W LED Recess mounted 2\" x 2\" panel light withextruded Al. housing with PS defuser for higher efficacy, complete i/c connection etc., as reqd.a) 36W + 5%with minimum 3600 lumen. |
| 384 | 33)Supplying, installation, testing and commissioning of 6W-9W industrial BULKHEAD Luminaire with Al. diacast housing complete i/c connections etc., as reqd. |
| 385 | 34) Supplying, installation, testing and commissioning of A.C. Exhaust Fan300 mm sweep, 1400 RPM single phase heavy duty complete with motor, blade fan and cover complete with accessories, etc. as reqd. |
| 386 | 35) Supplying of 250 mm ( 10\" ) Fresh Air wall fan complete with motor, blade, frame etc as reqd. |
| 387 | 36)Supply Erection, Testing & Commissioning of continuously tapered Multifaceted and polygonal cross-section 30 Mtr. High Mast completehaving Top/Bottom dia 150/540 mm with all other provisions for execution in conformation with detailed technical specification. |
| 388 | The mast shaft shall be in 3 section of suitable sectional lengths with slip joints between various sections without any circumpherial welding, having thickness in bottom section-6mm, middle section-5mm,& top section- 4mmduly hot dipped galvanized inside and outside in single dip, suitable for wind velocity as per IS875 Part-III |
| 389 | Double drum winch provided with raising & lowering device suitable for operation for with portable power tool for electrical operations with a remote control switch. |
| 390 | Separate handle for manual operation of winch with a torque limiting device for safe docking of the carriage. |
| 391 | Raising and Lowering type lantern carriage designed to carry 12 Nos. symmetrically mounted luminaries, control gear box, junction box and top pulley assembly with weather proof cover. |
| 392 | 2 or 3 wire suspension system with steel wire rope of suitable size not less than 6 mm dia (7/19 construction). |
| 393 | Flexible copper power cable for connection. |
| 394 | Hinged service door in base section, base plate, earthing terminals. |
| 395 | GI single spike of length 1200 mm lightning protective finial. |
| 396 | Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. |
| 397 | Supply of external power tool motor for thye operation of above specified high mast. |
| 398 | LED type single dome aviation obstruction light 02 nos. |
| 399 | Supply of outdoor stand mounted feeder pillar with 63A TPN MCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 nos. 9A contactors and raise lower push button incoming 35 sqmm. And outgoing 16&2.5sqmm terminals i/c Designing & casting of suitable RCC shallow foundation for High Mast as per recommendation of the manufacture adopting the safe soil bearing capacity of site at 10 T/Sq. Mtr. at 2 Mtr. Below FGI. i/c supplying and casting into foundation anchour Template. |
| 400 | 37) Supplying, installation, testing & commissioning of Flood Light LED fitting made of high pressure single die cast aluminium(LM6) housing with toughened glass, IP-66 with high power LED of followingwatts &with suitable electronic driver, complete on the existing 30m High Mast i/c connections with suitable copper wire, etc. as reqd.a) 240W + 5%with minimum 24000 lumens |
| 401 | 38) Fabrication, Supply & Erection (on existing RCC pedestal) of flange mounted hot dip galvanized octagonal pole of 8 Mtr height made from 4 mm thick HT Steel Plate, having bottom diameter of 150mm and top daimeter of 70 mm complete with window at height of 1 Mtr or as per direction of Engineer in Charge from the base with flush cover (Hinged/Sliding) for cable terminator block etc. and galvanized base plate of size 240 mmx240mmx16mm/as required. |
| 402 | The following may be housed in the window provided for cable termination including their supply and fixing: |
| 403 | 6mm thick laminated mounted sheet of suitable size inside the windoew by providing and welding two no. GI strips of 4mm thickness : 1 No. |
| 404 | A set of 20 amp brass neutrallink, 2 way copper bus bar & Din channel for two nos. MCB on existing laminated sheet : 1 Set |
| 405 | 6 amp SP MCB \"B\" characterstics : 2 Nos. |
| 406 | 4 way 63 Amp heavy duty brass connector : 1 No. |
| 407 | Earth stud welded at suitable height with two nos. washer & nut : 2 nos i/c suitable foundation bolts and suitable foundation as per manufacturer etc, complete as reqd. |
| 408 | 39) Supplying, installation, testing & commissioning of Street light LED fitting made of high pressure single die cast aluminium(LM6) with toughened glass, IP-66 with high power LED of following watts &with suitable electronic driver on the existing street light pole/bracket i/c connections etc complete as reqd.a) 150W + 5%with minimum 15000 lumen. |
| 409 | 40) Fabrication,supplying & fixing of galvanized Decorative Single/Double Arm Bracket of suitable size dia & length of MS Top Tube i/c armmade out of 60 mm dia B class MS pipeover hang bracket alongwith suitable size of tightening bolts for fixing of bracket on existing octagonal pole top and as per design approved by the Engineer-in-charge, etc.as reqd.i) For 8m pole. |
| 410 | 41) Supplying, installation, testing and commissioning of cubical type CPRI approved LT panel suitable for 415V, 3 Phase, 4 Wire 50Hz AC supply system having suitable front surface area fabricated in compartmentalizeddesign from CRCA sheet steel of 2 mm thick for frame work and covers,3 mm thickgland plates i/ccleaning & finishing complete with 7 tank process for powder coating in approved shade, having 600 Amp capacity extensible type TPN Aluminium Alloy bus bars of high conductivity, DMC/SMC bus bar supports, bottom base channel of MS section not less than 100mm x 50mm x 5mm thick, entire panel shall have a common copper earth bar of size 25mm x 5mm at the rear with 2 Nos. earth stud,solid connections from main bus bar to switch gears with required size of Al. bus bars and control wiring with 2.5 sqmm PVC insulated copper conductor single core cable,cable alleys,cable gland plates in two half (Up to 350/400mm deep). |
| 411 | 42)Supplying, Installation, Testing and commissioning of following accessories in the existing panel etc, as reqd. |
| 412 | 42.1)Digital AC Voltmeter with built in selector switch size 96x96 mm (30-600) |
| 413 | 42.2) Digital AC Ammeter with built in selector switch size 96x96 mm |
| 414 | 42.3) LED Indicating Lamp (3 nos. i.e. Red, Yellow & Blue )- 1 Set |
| 415 | CT\"S 400/5 Amp |
| 416 | CT\"S 250 /5 Amp |
| 417 | CT\"S 200 /5 Amp |
| 418 | 43)Supply and fixing RJ-45 Computer jack socket with shutter for computer LAN point on the existing modular plate and swith box including connection and testing, etc. as required. |
| 419 | 44) SITC of electric driven mono block pump set having a common shaft suitable for capable of delievering 450 LPM at a head at 33 Mtr. Horizental type, Multistage , centrfugal split casing pump of cast iron body & impeller, mechenical with relevant IS with 7.5 HP squirrel cage induction motor TEFC 2900 RPM 415 Volts 3 Phase 50 Hz supply confirming to protection clause IP-55 conforming to relevant ISClass F Insulation with flexible coupling, coupling guard as reqd. size 50mm x 40mm suction and delievery complete in all respect i/c MS fabricated common base plate, foundation bolts, suitable cement concrete foundation duly plastered with antivibration arrangement (Cushy foot mount or similar mounting) complete in all respect etc. as required. |
| 420 | 45) SITC of electric driven mono blockpump set suitable for capable of delivering 6000-1500 LPH at a head of 10-55 Mtr. Horizental type, centrfugal pump of cast iron body & impellermechenical with relevant IS with 2 HP squirrel cage induction motor TEFC 1500 RPM 50 Hz supply confirming to relevent protection clause and ISClass F Insulation with flexible coupling, coupling guard as reqd. size 40mm x 40mm suction and delievery complete in all respect i/c MS fabricatedbase plate, foundation bolts, suitable cement concrete foundation duly plastered with antivibration arrangement (Cushy foot mount or similar mounting) complete in all respect etc. as required. |
| 421 | 46) SITC of Electric Siren 1 Km operating with 220 Volt etc. complete as reqd. |
| 422 | 47) Fabrication, Supplying, Installation, Testing & Commissioning ofstreet light Feeder panel of cubical construction, floor mounted type, fabricated out of 2mm. thick CRCA sheet, having IP-42 degree of protection compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after chemical treatment process,both side openable with canopy on top, cable alley, interconnection, 250amp. TPN Aluminium Busbar duly sleeved having switchgears and accessories mounting and internal wiring should be done with copper conductorwire , earth terminals, numbering etc. complete in all respect, mounting Angle iron frame of 40 x40 x 5mm thick with 600 mm long legs , CC foundatioin, suitable for operation on 415 V, 3 phase, 50 Hz. AC supply for outdoor application as required. (Having size 0.7 x 0.75 x 0.35 mtr. deep N.S.) |
| 423 | Incomer |
| 424 | 125A 16 kA TP MCCB withspreader terminals - 1 Set |
| 425 | Power Contactor FP 130 A - 1 Nos |
| 426 | AUXILIARY CONTACT -1 Nos. |
| 427 | Auto/ Manual selector switch - 1 Nos |
| 428 | 24 Hr. QT Timer - 1 Nos. |
| 429 | Set of 3 phase indicating lamp - 1 Set |
| 430 | On/Off indication lamp - 2 Nos. |
| 431 | Push Button - 2 Nos. |
| 432 | 6A SP MCB 10 kA - 4 Nos. |
| 433 | NEUTRAL LINK - 2 Nos. |
| 434 | Outgoing |
| 435 | 40 amp. DP MCB - 4Nos. |
| 436 | 48)Fabrication, Supplying, Installation, Testing & Commissioning of water supply pump set Feeder panel of cubical construction, floor mounted type, fabricated out of 2mm. thick CRCA sheet, having IP-42 degree of protection compartmentalised with hinged lockable (double)doors, dust and vermin proof, powder coated of approved shade after chemical treatment process,both side openable with canopy on top, cable alley, interconnection,200amp. TPN Aluminium Busbar duly sleeved having switchgears and accessories mounting and internal wiring should be done with copper conductorwire , earth terminals, numbering etc. complete in all respect, mounting Angle iron frame of 50 x50 x 6mm thick with 600 mm long legs , CC foundatioin, suitable for operation on 415 V, 3 phase, 50 Hz. AC supply for outdoor application as required. Approx size 1.3sq.mtr.(400mm deep N.S.) |
| 437 | Incomer |
| 438 | 125A 16 kA TP MCCB withspreader terminals - 1 Set |
| 439 | Digital VAF with built-in selector switch - 1 No. |
| 440 | 6A SP MCB 10 kA - 3 Nos. |
| 441 | Indicating Lamp set.(LED Type)- 1 set |
| 442 | Outgoing |
| 443 | DP MCB 40A \"C\" Curve - 3Nos. |
| 444 | 63A TP MCCB 16 kA with thermal magnetic based release for O/C and S/C protection with rotary operating handle - 2 Nos. |
| 445 | Single phase Starter With auxilliary contact with thermal O/L relay auxillary relayindication lamps status On/Off, Push buttons Start/Stop including internal wiring of DOL starter suitable upto 2HP motor pump set complete etc. as required. - 2 Set |
| 446 | 3 phase Starter With auxilliary contact with thermal O/L relay 9-14A, SPP relay current sensing, auxillary relay 4 C/O contracts, indication lamps status On/Off, Push buttons Start/Stop including internal wiring of DOL starter suitable upto7.5 HP motor pump set complete etc. as required. - 2 Set |
| 447 | 49) Supplying & Laying of one numberPVC insulated/XLPE and PVC sheathed power cable of 1.1 KV grade of following size on wall surface as required. Havells make3 Core X 2.5Sq.mm Copper Armoured |
| 448 | 50) Supply and fixing PVC insulated & PVC round sheathed multicore eavyduty flexible, Copper conductor cable of 1.1KV grade, of follwing size on the existing shed of height 14 meter, with the help of hydra crane using all the safety precautions i/c stand by JCB for suppoting the wiremen and khallasi as reqd.a) 3 Core X 2.5Sq.mm |
| 449 | 51) Supplying and fixing of push button station for operating electrical siren 1 km range (approx.) on surface or in recess including connections, testing commissiong etc. as reqd. |
| 450 | 52) Supplying and drawing of following sizes PVC insulated and PVCround sheathed multicore heavy duty flexible copper conductor cable of 1.1KV grade in the existing Street light Poleand single /double Arm bracket from cable termination connector to the fitting i/c copper lugs, connections, testing,and complete etc., as reqd. i) 3 x 1.5 sqmm. |
| 451 | 53) Supplying, Installation, Testing and Commissioning of RO Storage Water Cooler cum Purifier with suitable capacity in built voltage stablizer of minimum 50 LPH with 60 LPH Cooling Capacity with comfort level water temp at 35deg C & 80 Ltr. Water storage tank capacity with multiple function of cooling and purifying through a 7 stage on line reverse osmosis purification process providing dual benefit of convenience and safe health by making the water both chemically & microbiologically potable by reduction hardness, TDS heavy metal contaminants like Arsenic, Lead, mercury and by removing pathogenic micrograms with use of last point purification of nano silver leaching Technology as per manufacturer standards. The product should have ISO 9001and Indian Medical Association Certified. |
| 452 | 54)Supplying, Installation, Testing and Commissioning of all in one integrated LED Solar Street Light consists of solar photovoltaic module, battery, battery management system, control electronics, LED driver, microwave sensor,inter-connecting cables and pole mounting piece integrated into the 80W luminaire having minimum 12000Lumen as a single unit. Solar street light with IP65 ingress protection having a system wattage with 120Wp high efficiency monocrystalline solar panel, highly efficient MPPT based charge controller and 25.6V, 30Ah Lithium Ferro Phosphate(LiFePO4) battery with proper battery management system. LED lumen efficacy shall be at least 140lm/W and LED driver should have >90% efficiency. Typical correlated colour temperature should be 5700K with CRI>70. It should have microwave sensor based movement detection and dim level adjustment to effectively extend the working time. AIO should be onsite configurable via a handheld remote.The luminaire should be housed in IK 08 impact resistance certified aluminium with polycarbonate lens cover. The luminaire shall have a specially designed adjustable pole mounting piece for optimal light distribution and to be mounted on existing pole i/c connection, complete, etc as reqd. |
AI Tender Summary
Tender Timeline
Mar 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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