|
| 1 | Construction of Security wall,Security Gate,Security hut , 1 No Type-III, 2 No. Type-II (1 No. GF+1 No. FF) Residences, Strengthning of Approach road & culvert and mis. civil works at 132 KV Sub Station Narayanpur, Deoria |
| 2 | Earth work in excavation all kinds of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 SqM on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.( 2.6.1) |
| 3 | Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.( 2.25(a)) |
| 4 | Extra for all kinds of soil every additional lift of 1.5 m or part there of in excavation / banking excavated or stacked materials.( 2.26.1) |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(2.27 ) |
| 6 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m for all kinds of soil.( 2.28.1) |
| 7 | 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 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.(2.31) |
| 8 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.(2.32 ) |
| 9 | Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level.( 4.1.2) |
| 10 | Providing and laying in position cement concrete of 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) excluding the cost of centering and shuttering - All work up to plinth level.(4.1.8 ) |
| 11 | Providing and laying cement concrete in 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:.( 4.2.2) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns ( 4.3.1) |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.( 4.12) |
| 14 | Providing and laying 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) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(5.1.2 ) |
| 15 | Reinforced cement concrete work 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) 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 :( 5.2.2) |
| 16 | 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).( 5.3) |
| 17 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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).( 5.5) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.( 5.9.1) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(R.C.C) (5.9.2) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies, Shelves (Cast in situ) and access platform (R.C.C) (5.9.3 ) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (R.C.C) ( 5.9.5) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (R.C.C) ( 5.9.6) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases (R.C.C) ( 5.9.7) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges (R.C.C) ( 5.9.19) |
| 25 | Steel reinforcement for R.C.C. work Thermo-Mechanically Treated bars of grade Fe-500D or more including straightening, cutting, bending, placing in position and binding all complete plinth/above level.( 5.22.6) |
| 26 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (5.30 ) |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)( 6.1.1) |
| 28 | 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)(6.1.2 ) |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)( 6.4.1) |
| 30 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)(6.4.2) |
| 31 | 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.Cement mortar 1:4 (1 cement :4 coarse sand)( 6.13.2) |
| 32 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 Kg per SqM) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned selected planks of sheesham wood 30 mm thick (9.9.3.2) |
| 33 | Providing and fixing ISI marked flush door shutters 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 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.( 9.20.2) |
| 34 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm(9.97.2 ) |
| 35 | 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 : 150x10 mm( 9.97.4) |
| 36 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm( 9.100.1) |
| 37 | 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 : 100 mm( 9.100.2) |
| 38 | 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. Twin rubber stopper(9.101.2 ) |
| 39 | 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.( 10.2) |
| 40 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm 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 primer. Using flats 30x6mm for diagonal braces and central cross piece ( 10.5.2) |
| 41 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)( 10.11.1) |
| 42 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.( 10.18) |
| 43 | Providing & fixing Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (10.29.1 ) |
| 44 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes( 10.30.1) |
| 45 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (11.2 ) |
| 46 | Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. (11.13.1 ) |
| 47 | 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. (11.37 ) |
| 48 | Providing and fixing 1st quality ceramic glazed floor 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. (11.37A ) |
| 49 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent (11.56.1 ) |
| 50 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.(12.20) |
| 51 | Providing and fixing 110 mm diameter 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. ( 12.41.2) |
| 52 | 12 mm cement plaster (IN COARSE SAND) of mix 1:4 (1 cement: 4 coarse sand) ( 13.4.1) |
| 53 | 12 mm cement plaster (IN COARSE SAND) of mix 1:6 (1 cement: 6 coarse sand) (13.4.2 ) |
| 54 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (13.5.2 ) |
| 55 | 12 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. ( 13.9.1) |
| 56 | Neat cement punning. (13.18 ) |
| 57 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):Flush / Ruled/ Struck or weathered pointing.(13.31.1) |
| 58 | White washing with lime to give an even shade : New work (three or more coats) ( 13.37.1) |
| 59 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 SqM over and including priming coat of exterior primer applied @ 0.90 litre/10 SqM)(13.46.1 ) |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture(13.62.1 ) |
| 61 | 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. (13.80 ) |
| 62 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound )(Two coat) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. (13.83.2 ) |
| 63 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Meters lead as per direction of Engineer - in- charge.( 15.3) |
| 64 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Meters lead as per direction of Engineer-in-charge. In cement mortar( 15.7.4) |
| 65 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 Meters lead :Of area 3 sq. Meters and below(15.12.1) |
| 66 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 Meters lead.( 15.25) |
| 67 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.(15.59) |
| 68 | Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.(16.8.1) |
| 69 | Fencing with angle iron post placed at required distance embedded With G.I. barbed wire in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per Meter cost of total length of barbed wire used.(16.18.1 ) |
| 70 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.(16.27) |
| 71 | Providing and applying tack coat using medium setting bitumen emulsion on W.B.M / W.M.M. @ 0.4Kg/SqM conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. ( 16.31.2.1 ) |
| 72 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.(16.36.1) |
| 73 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. (16.41) |
| 74 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (16.45 ) |
| 75 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 Meter openable length ( total length 90 m), having 50 nos rounds per 6 Meter length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m 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/ Meter (cost of M.S. angle, C.C. blocks shall be paid separately) (16.53 ) |
| 76 | Providing and laying Dense Graded Bituminous Macadam 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. ( 16.54.1) |
| 77 | Providing and fixing G.I. wire of dia 4 mm chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (16.70.1 ) |
| 78 | Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 Kg/CuM. Excess/less cement used as per design mix is payable/ recoverable separately). (CSI16.75-16.76) |
| 79 | Construction of granular sub-base by providing with material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (16.78.2 ) |
| 80 | 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 achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. ( 16.79) |
| 81 | Providing and laying 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (16.91.2 ) |
| 82 | 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( 17.1.1) |
| 83 | Providing and fixing White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 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: ( 17.7.3) |
| 84 | Providing and fixing 610x460 mm bowl depth 200 mm Stainless Steel Kitchen sink without drain board 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 : ( 17.10.2.2) |
| 85 | Providing and fixing 10 litre capacity - White P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (17.18.1 ) |
| 86 | Providing and fixing 32 mm dia Flexible pipe P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. ( 17.28.2.1) |
| 87 | Providing and fixing 100 mm sand cast Iron grating for gully trap. ( 17.29 ) |
| 88 | 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. (17.31 ) |
| 89 | 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 :100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 (17.60.1.3) |
| 90 | Providing and fixing PTMT 600 mm long with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour ( 17.73.2) |
| 91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.15 mm nominal dia Pipes.(18.8.1) |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.20 mm nominal dia Pipes.(18.8.2) |
| 93 | 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.32 mm nominal dia Pipes.(18.8.4) |
| 94 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore ( 18.10.2 ) |
| 95 | Providing and fixing 15 mm dia nominal bore G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :( 18.11.1) |
| 96 | Providing and fixing 20 mm dia nominal bore G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : ( 18.11.2 ) |
| 97 | Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work ( 18.12.1) |
| 98 | Providing and fixing 25 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work ( 18.12.3) |
| 99 | Providing and fixing 40 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work ( 18.12.5) |
| 100 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore ( 18.13.1) |
| 101 | Providing and fixing 15 mm dia brass stop cock of approved quality (18.16.1) |
| 102 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (18.17.1) |
| 103 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore ( 18.17.1A) |
| 104 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (18.17.3 ) |
| 105 | Providing and fixing ball valve (brass) of Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore (18.18.1) |
| 106 | Providing and fixing 150 mm diameter C.P. brass shower rose with 15 or 20 mm inlet : ( 18.22.2) |
| 107 | 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. (18.48 ) |
| 108 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS:8931 : ( 18.49.1) |
| 109 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (18.50.1 ) |
| 110 | Providing and fixing15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (18.51.1 ) |
| 111 | Providing and fixing 15 mm nominal bore C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (18.52.1 ) |
| 112 | Providing and fixing 15mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ( 18.53.1) |
| 113 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. ( 18.53A) |
| 114 | Providing and fixing 15 mm nominal bore with 30cm length unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. (18.74.1 ) |
| 115 | Supplying and fixing C.I. cover without frame for manholes 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 Kg (19.18.2 ) |
| 116 | Making soak pit 2.5 m diameter 3.0 Meter 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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (19.32.1 ) |
| 117 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes. (19.35.1) |
| 118 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C (DSR E&M 2022 1.10.3)( 27.01) |
| 119 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (DSR E&M 2022 1.24.4)(27.02 ) |
| 120 | Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required.(DSR E&M 2022 1.21.2)( 27.04) |
| 121 | Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.2)( 27.05) |
| 122 | Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.3)( 27.06) |
| 123 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required.(DSR E&M 2022 5.6)(27.08 ) |
| 124 | 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.(DSR E&M 2022 5.12)( 27.09) |
| 125 | Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.10.1)( 27.10 ) |
| 126 | Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2)( 27.11) |
| 127 | Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.12.1)( 27.12) |
| 128 | Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (DSR E&M 2022 2.4.1)( 27.13) |
| 129 | Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR E&M 2022 2.5.1) ( 27.14) |
| 130 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.(DSR E&M 2022 1.12)( 27.15) |
| 131 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm)(DSR E&M 2022 1.27.1)( 27.16) |
| 132 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm)(DSR E&M 2022 1.27.2)( 27.17) |
| 133 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm)(DSR E&M 2022 1.27.3)( 27.18) |
| 134 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm)(DSR E&M 2022 1.27.4)( 27.19) |
| 135 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm)(DSR E&M 2022 1.27.5)( 27.20) |
| 136 | Supply, Installation, Testing and Commissioning of 1200 mm 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 CuM/Min, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for 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, 50 Hz, single phase AC Supply, earthing etc. complete as required.( 27.24) |
| 137 | Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit)(29.05 ) |
| 138 | Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P.( 29.06) |
| 139 | Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (29.33 ) |
| 140 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. ( 29.34) |
| 141 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC ( 29.35) |
| 142 | 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (29.36 ) |
| 143 | Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external periMeter of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/SqM, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / SqM, (iii) Top surface of Plinth filling @ 5 Ltrs / SqM, ( iv) Junction of walls & floors @ 7.5 Ltrs / SqM, (v) Soil along external periMeter of building @ 7.5 Ltrs / SqM (vi) under apron of the building @ 5 Ltrs. /SqM. The rates includes cost of all materials, labour, equipments, T&P complete. ( 29.41) |
| 144 | Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. ( 29.108 ) |
| 145 | Providing and laying 110 mm SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. ( 29.109c) |
| 146 | Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Bends including cost of all materials, labour and T&P etc required for proper completion of the work. ( 29.110c) |
| 147 | Providing and fixing 110 mm SWR, PVC ( Finolex or equivalent ) Socket including cost of all materials, labour and T&P etc required for proper completion of the work. ( 29.112c) |
| 148 | Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(29.133 ) |
| 149 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.( 29.135) |
| 150 | Hydraulic Excavator of 1 CuM bucket+(10% Contractor preofit) (Material item no 51 Ch. 1) Please Enable Macros to View BoQ information Name of Work : Construction of Security wall,Security Gate,Security hut , 1 No Type-III, 2 No. Type-II (1 No. GF+1 No. FF) Residences, Strengthning of Approach road & culvert and mis. civil works at 132 KV Sub Station Narayanpur, Deoria Tender No: 01/SE(Civil)/2026-27 Conditions: 1. All civil work shall be executed according to the approved drawings of UPPTCL. 2. The quantities in BOQ are tentative and may vary up to any extent or be deleted as per the requirement at site. 3. All civil work shall be carried out as per UPPWD/UPPTCL specification. 4. Rates in BOQ are exclusive of CGST,SGST. Labour tax shall be borne by contractor. 5. Pozzlona Portland cement confirming to IS 1489(Part 1) 1991 of approved quality like ACC,Ultra Tech,Birla or equi.shall only be used. 6. Overweight steel section within tolerance shall be measured at standard weight and underweight steel section within tolerence shall be measured at actual weight. 7. In case any change in Bill of Quantity is suggested by higher authority that will be binding on the contractor.The agreement shall be executed on the approved Bill of Quantity only. 8.Performance Guarantee shall be applicable as per GO 622/23-12-2012-2 Audit/08 dt 08 June 2012.adopted by UPPTCL BOD dated 27.06.2017 9. The 60% amount of bricks available from dismantling shall be reovered @ Rs. 2362.00/thousand + GST from firm /contractor. 10. The 30% amount of bricks available from dismantling shall be reovered as brick ballast @ Rs. 700.00/CuM + GST from firm /contractor. 11. The amount of steel/Chain link/Pale Fencing available from dismantling will be recovered Rs. 20.00/Kg + GST from firm /contractor. |
