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| Sl. No. | Item Description |
| 1 | Construction of Hostel Block at Kasturba Gandhi Balika Vidyalaya Sandi District- Hardoi (U.P.) |
| 2 | CIVIL WORKS |
| 3 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 4 | Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. |
| 5 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 6 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. |
| 7 | 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 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Raft foundation) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Column) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth beam) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:4 (1 cement : 4 sand) |
| 12 | 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. |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slab |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Beam |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Column |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) |
| 17 | Ground Floor |
| 18 | First Floor |
| 19 | Terrace Floor |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) |
| 21 | Ground Floor |
| 22 | First Floor |
| 23 | Terrace Floor |
| 24 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 25 | Upto Plinth |
| 26 | Above Plinth |
| 27 | 12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) |
| 28 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) |
| 29 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 30 | 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 31 | 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 32 | 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 |
| 33 | 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. |
| 34 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 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.Area of slab over 0.50 sqm (Granite of any shade) |
| 35 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. |
| 36 | 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. |
| 37 | 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. (25 mm thick floor). |
| 38 | 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 |
| 39 | a) 30 mm Thick Single leaf |
| 40 | a) 30 mm Thick Double leaf |
| 41 | both side laminated |
| 42 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. |
| 43 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). DSR 9.53 |
| 44 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding DSR 9.48.1 |
| 45 | 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, including priming coat of approved steel primer, but excluding the cost of other fittings, 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)( Z section windows) DSR 10.11.1 |
| 46 | Providing and fixing fly proof galvanized M.S. 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 0.63 mm all complete. With 12 mm mild steel U beading |
| 47 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 48 | 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) |
| 49 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer |
| 50 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 51 | 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. |
| 52 | Providing and fixing ISI marked oxidised S.S. sliding door bolts with nuts and screws etc. complete : |
| 53 | 250mm x 16mm |
| 54 | Providing and fixing ISI marked oxidised S.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 55 | 250 mm x 10mm |
| 56 | 200 mm x 10mm |
| 57 | Providing and fixing ISI marked oxidised S.S. handles with necessary screws etc. complete : |
| 58 | 150 mm |
| 59 | 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: |
| 60 | (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 |
| 61 | (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 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. |
| 62 | (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. |
| 63 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 64 | (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 Engineer-in-Charge : |
| 65 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 66 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 67 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 68 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 69 | Providing apron drain (150mmx150mm) with brick work 1:4(cement: corase sand) over base concrete of 1:2:4 finished with 12mm plaster(1:3 cement::coarse sand) and 25mm thick cement concrete flooring (1:2:4) of 20mm aggregate size with coat of neat cement. |
| 70 | 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).Ordinary cement without any pigment |
| 71 | Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. With decorative veneering on one side and commercial veneering on other side |
| 72 | Providing & laying of light cinder filling under floor of toilets and other sunken roofs. |
| 73 | 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. |
| 74 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 76 | Foundations, footings, bases of columns, etc. for mass concrete |
| 77 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 78 | Lintels, beams, plinth beams, girders, buttresses and cantilevers. |
| 79 | Suspended floors, roofs, landings, balconies and access platform. |
| 80 | INTERNAL WATER SUPPLY & SANITATION WORKS |
| 81 | 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. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 82 | 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 andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 83 | 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 required. (a) White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap. |
| 84 | 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. |
| 85 | 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 Kitchen sink with drain board 510x1040 mm bowl depth 250 mm |
| 86 | 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 : |
| 87 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (a) 32mm dia |
| 88 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (b) 40mm dia |
| 89 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 90 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. |
| 91 | Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. |
| 92 | 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 type W.C. of quality and make as approved by Engineer - in -charge. |
| 93 | Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 110mm dia |
| 94 | Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia |
| 95 | 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. 110mm dia |
| 96 | 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 M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) andmaking good the wall etc. complete. 110mm dia |
| 97 | 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 wall 25mm dia nominal dia pipes |
| 98 | 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 wall 32mm dia nominal dia pipes |
| 99 | 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 wall 40mm dia nominal dia pipes |
| 100 | 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) Concealed work, including cutting chases and making good the walls. 15mm dia nominal dia pipes |
| 101 | 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) Concealed work, including cutting chases and making good the walls. 20mm dia nominal dia pipes |
| 102 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore |
| 103 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 (a) 15mm nominal bore |
| 104 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore |
| 105 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore |
| 106 | Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore |
| 107 | Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore |
| 108 | Providing and fixing gun metal gate valve with wheel of approved quality. (e) 40mm dia nominal bore |
| 109 | Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore |
| 110 | Providing and fixing brass stop cock of approved quality. (b) 20 mm nominal bore |
| 111 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. |
| 112 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. (a) Pipes 80mm to 300mm diameter. |
| 113 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100mm diameter |
| 114 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete (b) 150mm diameter |
| 115 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 100mm diameter S.W. Pipe |
| 116 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (b) 150mm diameter S.W. Pipe |
| 117 | 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 |
| 118 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 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 7.5 (i) For Sewer Line |
| 119 | SEPTIC TANK |
| 120 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 121 | In all kind of soil |
| 122 | Extra additional lift above 1.5 m |
| 123 | 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) |
| 124 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 125 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 126 | 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 |
| 127 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 128 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth Beam) |
| 129 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 130 | Suspended floors, roofs, landings, balconies and access platform |
| 131 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 132 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 133 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 134 | Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. |
| 135 | Providing & fixing 75mm dia vent pipes. |
| 136 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 137 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 138 | M.D. -10- Circular shape 500mm internal diameter |
| 139 | L.D. -2.5- Circular shape 450mm internal diameter |
| 140 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 141 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 142 | ELECTRICAL WORKS |
| 143 | Wiring for light point/fan point /exhaust fan point /call bell/Sodium point with 1.50 Sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable G I box and earthing the point with 1.50 sq. mm FRLS PVC insulated copper conductor single core etc. as required. |
| 144 | Wiring for twin control light point with 1.5 Sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, 2 way Modular switch, Modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 145 | Supplying and fixing suitable size G I box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 146 | Supplying and fixing of following modular switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required. modular base and cover plate for modular switches in recess etc. as required. |
| 147 | 5 / 6 A Switch |
| 148 | 3 pin 5 / 6 A socket outlet |
| 149 | Wiring for Circuit/Submain wiring along with earth wire with the Following size FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit as required. |
| 150 | 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire |
| 151 | 2 x 4 sq. mm + 1 x 4 sq. mm earth wire |
| 152 | 2 x 6 sq. mm + 1 x 6 sq. mm earth wire |
| 153 | 2 x 10 sq. mm + 1 x 6 sq. mm earth wire |
| 154 | 4 x 10 sq. mm + 2 x 6 sq. mm earth wire |
| 155 | Supplying and Drawing following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface / recessed medium class PVC conduit as required. |
| 156 | 3 x 1.5 Sq.mm |
| 157 | 3 x 4 Sq.m |
| 158 | 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. |
| 159 | 35.00 sq. mm to 95 sqmm |
| 160 | Supplying and fixing call bell/buzzer suitable for single phase, 230 V, complete as required. |
| 161 | Supplying and fixing 5 A to 32 A rating, 250 / 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. required. |
| 162 | Single pole |
| 163 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. required. |
| 164 | 40 Amp. |
| 165 | 63 Amp. |
| 166 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface / recess, complete with tinned copper bes bar, neutral bus bar, earth bar, din bar,interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 167 | 8 way , Double door |
| 168 | 12 way, double door |
| 169 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. |
| 170 | For 8 way, Double door SPN MCBDB |
| 171 | For 10 way, Double door SPN MCBDB |
| 172 | Installation, testing and commissioning of ceiling fan, including wiring of the down rods of standard length (upto 30 cm) with 1.50 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. |
| 173 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc.. as required. |
| 174 | Upto 450 mm sweep. |
| 175 | Supplying and fixing suitable size G I box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 176 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junctior pox/ wooden block including connections etc. as required. Each |
| 177 | Supplying and fixing brass batten/ angle holder including connectionetc. as required |
| 178 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but modular plate etc. as required. |
| 179 | S/F of 50 Amp. to 63 Amp. SPMCB (10 KA) Cat-B |
| 180 | S/F of surface/Flush mounting 4 ways V TPN distribution board with additional door without DPX3 160 MCCB complete in all respect, as directed at site by Engineer in charge. Cat.-B |
| 181 | S/F of 80 Amp. To 100 Amp. 4 pole MCCB (16 KA) Thermal Magnetic release. Cat-B |
| 182 | Supply & Laying of 25 mm x 3 mm G.I. Strip from earth electrode directly in the ground as required complete in all respect. |
| 183 | Supply and fixing of factory fabricated and wired metal clad dust and vermin proof fioor mounting , M.S. Channel Base with botton and top cable entries Electrical control panel with TPN MCCB's (four pole 36 KA with thermal magnatic release ) switches complete and Instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage , current and other parameters (KVA,P.F.,K.W etc) in each phase with touch type selector switch for different reading instrument ,fuses ,current transformer etc. The panel Board shall have suitable capacity electrolytic aluminium busbars as per IS:8623 or above insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC / BMC support with detachable side covers and shall be suitable for extension on the sides. The MCCB'S shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-charge. All outgoing switches of 100 Amp. and above will be provided with Ammetre .The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm / 2mm . Cubicle type switch shall be of L/T or Schnieder or equvalent make.Incomming 200 amp MCCB -01 NosOutgoing 100 amp MCCB -03 Nos 63 amp MCCB -02 Nos |
| 184 | Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000 mm, Outer Dia 50 mm, inner Dia 25, terminal Dia 12 mm, outer G.I. pipe of 16 swg and inner G.I. pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive 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 and one earthing lead of 25 mm x 3mm G.I. strip upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. |
| 185 | S/F of 200 Amp four pole change over switch on 40 mm x 40 mm x 6 mm angle iron frame, including the cost of labour, T&P painting & other material required for proper completion of the work as per direction and satisfaction of Engineer in charge. |
| 186 | Supply and fixing of 16 gauge M S drum with louvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respects . |
| 187 | Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 25 sq.mm cables, including tapping with insulating tape, complete in all respect. |
| 188 | S&F of Fire extinguisher, ABC Type 6.00 Kg. capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 189 | S&F of Co2 type Fire extinguisher, 4.5 Kg. capacity (ISI marked IS: 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 190 | Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. |
| 191 | S&F of shock treatment chart (Prescribed under I.E Rule) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. |
| 192 | S&L of 1800 mm x 900 mm x 12 mm thick chequered rubber matting of tested quality. |
| 193 | Supply and fixing of hexagonal / round G P fan box of approved make made up 1.0 mm thick ISI Marked G.P. sheet spot welded four to Eight holes of 25.40 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.50 mm G P sheet made upper and lower cover duly screwed fitted with 300 mm round zink coted M S bar x 12 mm and brand name should be embossed, fixing with wiring conduit laid in the R.C.C. roof before concreting along with supply of all material, labour, T&P etc. required for proper completion of work. |
| 194 | Supply and fixing of LED Tube Light with Metal heavy duty box type batten Light fitting 1 x 22 watt suitable for upto 1 x 22 watt LED Polycarbonate tube light complete including tube suitable for both surface & suspended complete in all respect. Cat AA |
| 195 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 watt to 90 watt. Confirming to IP 66 protection complete in all rescept Cat-AA |
| 196 | Supply & Fixing of Fan Sheet of Backelite |
| 197 | S/F of LED Bulb 11 watt ISI |
| 198 | Supply & Fixing of light duties exhaust fan 12”dia ISI double ball bearing metalic Usha / Crompton/Bajaj make |
| 199 | Supply & Fixing of exhaust fan luvers 12”dia |
| 200 | S/f of ceiling fan 1200 mm sweep. Single star rated Usha / Crompton/Bajaj mak |
| 201 | S/F of Kit-Kat fuse 200 Amp with neutrail link ,wooden ply board ,Hole fasner with connection |
| 202 | S/L of G.I. wire 8 SWG |
| 203 | S/F Required Lugs, Gland ect. |
| 204 | Supply of Al. Armoured Cable 70 sq.mm x 3½ core. |
| 205 | FIRE FIGHTING WORKS |
| 206 | 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. Upto 35.00 sq. mm |
| 207 | Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS: 1520 (C) Suitable HP squirell cage induction motor TEFC type suitable for pperation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F insulation, conforming to l$-325 (D) M.S. fabricated common base plate, coupling, coupling guard foundation bolts etc. as required (E) Suitable cement concrete foundation duly plastered and with anti vibration pads. 450 lpm at 35 m Head |
| 208 | Providing, laying, testing and commissioning of 'C' Class Heavy Duty M S pipe conforming to IS:3589 / IS:1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall / ceiling with suitable clamp / support frame and painting with two or more coats of red oxide and P O red synthetic enamel paint complete in all respects as required. Make Jindal (As per approved specification) |
| 209 | 80 mm dia. |
| 210 | 100 mm dia. |
| 211 | Supplying and fixing of internal hydrant valve with instantaneous Gunmetal / Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked confirming to IS:5290 (Type -A) with blank Gunmetal / Stainless Steel cap and chain as required ; |
| 212 | Single headed Stainless Steel. |
| 213 | Supplying and fixing of external hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal / Stainless Steel coupling and cast iron wheel ISI marked confirming to IS:5290 (Type -A) with blank Gunmetal / Stainless Steel cap and chain as required ; |
| 214 | Single headed Stainless Steel. |
| 215 | Supplying and fixing of 63 mm dia, 15 Metre long RRL hose pipe with 63 mm dia male and female couplings duly bound with G I wire, rivets etc. confirming to IS:636(type - A) as required : |
| 216 | stainless steel Grade (304) |
| 217 | Supplying and fixing of first aid hose reel with M S construction spray painted in post office red, conforming to IS:884 complete with the following as required : 20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type - 2 as per IS:12585. 20 mm nominal internal dia gun metal globe valve and nozzle. Drom and brackets for fixing the equipment on wall. Connections from riser with 25 mm dia stop gum metal valve and M S pipe and socket. |
| 218 | 30 Metre |
| 219 | Supplying and fixing of 63 mm dia short branch pipe with 20 mm nominal internal daimeter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hose pipe coupling as required |
| 220 | stainless steel Grade (304) |
| 221 | Supplying, fixing, testing and commissioning mmiecinning of of butterfly butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to 1S 13095 of following |
| 222 | 100 mm |
| 223 | Providing, installation, testing and commissioning of non-returr valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required |
| 224 | 100 mm |
| 225 | SITC of GM fire bridge 4 way Inlet connection 63 mm dia make Firex/Safex/ Minimax/Newage. |
| 226 | S&F of Fire extinguisher, ABC Type 6.00 Kg. capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 227 | SITC of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted \\"FIRE\\" in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete.(Internal & external) |
| 228 | Air realease Valve complete set. |
| 229 | Sanitary Fitting complete Set |
| 230 | SITC of MS Support for pipe fitted with anchor bolt including painting |
| 231 | S/F of ISI Mark PVC Water Tank with Complete Fitting and making base plate from for water tank 5000 Ltr. Capacity Make Standerd. |
| 232 | S/Making of Shed for Terrace Pump |
| 233 | S/F of Au Panel for Terrace Pump |
| 234 | Supply of Al. Armoured Cable 16 sq.mm x 4 core. |
| 235 | Lighting Arrester |
| 236 | Supply & Fixing of horizontal air termination (roof conductor) of 25 mm x 3 mm G.I. Strip G.I. clamp on surface complete in all respect as approved by Engineer-in-charge. |
| 237 | Supply & Fixing of vertical air termination final rod comprising of 300 mm long x 25 mm dia. Copper rod with G.I. material etc. complete in all respect. |
| 238 | Supply & Fixing of vertical down conductor of 32 mm x 6 mm G.I. strip etc. on approved clamps on surface for lightning conductor. complete in all respect. (For three or four storeyed buildings) |
| 239 | Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000 mm, Outer pipe 76 mm inner Dia 38 mm, terminal Dia 12 mm, outer G.I. pipe of 16 swg and inner G.I. pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive 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 30 cm square C.I. frame with hinged cover & masonry housing. |
| 240 | SUBMERSIBLE PUMP WITH BORING |
| 241 | 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. |
| 242 | All Types of Soil |
| 243 | 300 mm dia |
| 244 | 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. |
| 245 | 100 mm nominal size dia having minimum wall thickness 5.00 mm |
| 246 | 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-in-charge. |
| 247 | 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. |
| 248 | 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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 249 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: |
| 250 | 150 mm dia |
| 251 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 252 | 150 mm dia |
| 253 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). |
| 254 | 150 mm dia |
| 255 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 256 | 80 mm dia nominal bore |
| 257 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm |
| 258 | Supply of Submersibule pump with control panel, support wire etc. complete 2.0 H.P. (KSB / EQ.) |
| 259 | RAIN WATER HARVESTING |
| 260 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 261 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 262 | M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 263 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 264 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work. |
| 265 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitablemethod prescribed in IS: 2800 (part I), including collecting samples fromdifferent strata, preparing and submitting strata chart/ bore log, includinghire & running charges of all equipments, tools, plants & machineriesrequired for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level. 300 mm dia |
| 266 | 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. 100 mm nominal size dia |
| 267 | 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 | 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 Engineerin- charge. |
| 269 | 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. |
| 270 | GST Extra as applicable Please Enable Macros to View BoQ information |
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