Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 5 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 6 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 7 | 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) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in .foundation and plinth in :cement mortar 1:4 (1 cement :4 coarse sand )A.R. |
| 11 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil |
| 13 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 14 | 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) |
| 15 | 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). |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars (FE 500D or work) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, buttresses and cantilevers. |
| 18 | Brick work with common burnt clay (non modular) bricks of class designation 150 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) |
| 19 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) including all material as per direction of Engineer-in-Charge. |
| 20 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1cement: 4 coarse sand) |
| 21 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc.complete. |
| 22 | 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. |
| 23 | 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 @ 0.90 ltr/10 Sqm. |
| 24 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 25 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y’ shaped placed 2.4m 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 (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 26 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 27 | Supplying and fixing of 16mtr high mast shaft of apporved make with rising system hot dip glavanized inside & out side dip, heaving pole sheet thickness 4mm. Top dia minium 150mm bottom dia 360mm base plate 32mm thick suitable for wind velocity as pe IS 875 part 3& having no circumferential weld with accesories for high mast suh as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5HP power tool moter 3point suspension system with steel wire rope 6 mm dia double drum winch including making suitable foundation as per manufacture drawing/ site reiment along ith foundation bolt nuts wahers anchors plates etc complee in all respect. |
| 28 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect. |
| 29 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 50116 sq MM 4core |
| 30 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 501 35 sq MM 3.5core |
| 31 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect .40 A TPN |
| 32 | Supply and burring of Safe Earthing Electrode T-39 (Hot Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with 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 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 33 | Supply and fixing of twin unit aviation obstruction light (GEC-ZH 752) / Bajaj BJAOL-2 with red glass, B.C. holders etc. complete in all respect, at the top of the building complete in all respect |
| 34 | Supply and fixing of brass nickel plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer Incharge. 35 sq. mm 3-1/2 core |
| 35 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect.(f) 35 sq.mm |
| 36 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 501 a) 25 sqmm 3.5 core |
| 37 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 501 c) 10 sqmm 2 core |
| 38 | S/F of 32A 415VTPN metal clad TPN HRC type switch fuse unit complete in all respects. PWD 326 |
| 39 | S/F of 32A 240V SPN metal clad rewireable type switch fuse unit complete in all respects. PWD 302 |
| 40 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 41 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm |
| 42 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 43 | Rough dressing the trenched ground including breaking clods. Including all material compliting in all respect as per direction of Engineer Incharge |
| 44 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. Including all material compliting in all respect as per direction of Engineer Incharge |
| 45 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 46 | 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) : 11.26.1 25 mm thick |
| 47 | 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 |
| 48 | 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. |
| 49 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 50 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sgm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, total excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 51 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 52 | 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 paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 53 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 54 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 55 | P/F of removable Barrier/Safty gaurd along Running Track including all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. |
| 56 | Providing and laying FIBA/ITF approved 8 layer Synthetic Acrylic flooring system (with a minimum thickness of 3.5 mm) for outdoor Basketball court consisting of the following: (a) One layer of resurfacer, (b) Four layers of cushion, (c) Three layers of colour coats as per specifications, and (d) All court lines marking to be done as per International Standards. (AS PER QUOTATION) |
| 57 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 59 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 60 | Providing and applying tack coat using bitumen emulsion conforming to 1S:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M/WM.M. @ 0.4kg/sqm |
| 61 | Providing and applying tack coat using bitumen emulsion conforming to 1S:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion On bituminous surface @ 0.25kg/sgm |
| 62 | Providing and laying bituminous macadam using crushed stone aggregates of by specified grading premixed with bituminous binder, transported to site tippers, rolling laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of60-90 TPH capacity. |
| 63 | Providing and laying Bituminous concrete 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG- 30 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plasticadditive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. |
| 64 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. ith material conforming to Grade-Ill (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 65 | Providing and laying FIBA / TF approved 8 layer synthetic acrylic flooring system (with (a) minimum thickness of 3.5mm ) for outdoor (b) four layer of coshion (c) three layer of colour coates as per specification and (d) all court lines marking to be done as per international standerdes |
| 66 | Supplying and placing movable non adjustable height basket ball post made of 150 mm steel tubler square pipe of thickness 4.5mm and painted with epoxy paint including fibreglass board framing with aluminium section dunking ring net etc all complete as per FIBA standerds and direction of Engg. in charge. |
| 67 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia |
| 68 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 69 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. ith material conforming to Grade-1 (size range 75 mm to 0.075 mm ) having CBR Value-.30 |
| 70 | Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity , etc. complete : 16.28.1 Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) |
| 71 | Providing and applying tack coat using hot straight run of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : bitumen On W.B.M. @ 0.75 Kg / sqm |
| 72 | Providing and applying tack coat using hot straight run of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 Kg / sqm |
| 73 | Providing and laying Bituminous concrete 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG- 30 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plasticadditive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. |
| 74 | Chain link fabric fencing mesh of size 50x50 mm made of gi wire of dia 4mm PVC COATED to outer dia 5 mm including all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. |
| 75 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1%:3 (1 Cement: 1% coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 76 | P/L synthetic VOLLY BALL court track surface 13mm thick sports flex (FULL PUR) incl. marking on the surface and including required competition equipment all completed as per requirement as per FIRA GUIDELINES |
| 77 | Providing and laying 140mm dia HDPE pipe PN6 special with ISI MARK COLLECT THE WATER |
| 78 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.341 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 79 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 40Mm nominal dia Pipes |
| 80 | Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) |
| 81 | Installation of pole mounted and net post for volly ball court as per qutation including all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. |
| 82 | 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. (25 mm Thick)Ground Floor |
| 83 | Making grooves 10 to 12mm wide x 8 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. |
| 84 | Making Drip course 10 to 12mm wide x 8 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. |
| 85 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 86 | Treatment of soil under existing floors using chemicalemulsion @ 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: 2.35.31 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 87 | Brick work with common burnt clay (non modular) bricks of class designation 150 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) |
| 88 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 89 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 90 | 15 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 91 | 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. |
| 92 | 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 |
| 93 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). |
| 94 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement 18 mm thick |
| 95 | 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 approved brand and manufacture |
| 96 | Distempering with 1st ckass acrylic distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 97 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 98 | Providing oxidised Sliding Bolts 16 mm dia with nuts and 250 mm long.Ground Floor |
| 99 | Providing oxidised Tower Bolt with10 mm dia and screw.(i) 250 mm longGround Floor |
| 100 | Providing oxidised Door Handles with screws125 mm long.Ground Floor |
| 101 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors 40 mm wide and 4 mm thick |
| 102 | Logo / symbol including all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. |
| 103 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 104 | Centering and shuttering including strutting, propping etc. and removal of form in Columns, Pillars, Piers, Abutments, Posts and Struts |
| 105 | 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 requiredW.C. pan with black plastic seat and lid. Make- Cera,Hindustan. |
| 106 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standard pattern including Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. |
| 107 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.a) 32mm dia |
| 108 | Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. |
| 109 | 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. |
| 110 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms |
| 111 | Providing and Fixing C.P. brass Ablution health faucet assembly with 1.2 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC] |
| 112 | Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore |
| 113 | Providing 15 mm dia. inlet C.P. brass Providing and Fixing C.P. Single flow overhead shower(Without Arm)-parryware T9901A1 |
| 114 | Providing and fixing of upvc SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete.including excavation & trenches etc completea) 110mm diameter |
| 115 | Haunching of SWR pipe 90mm or 110mm with pcc 1:5:10 cement concrete ( 1 cement:2 coarse sand:4 stone grit) ch-25 item no.2 |
| 116 | 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.a) 110mm diameter |
| 117 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.a) 110mm |
| 118 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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) and making good the wall etc. complete.a) 110mm |
| 119 | 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 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(internal work)Exposed on wall25mm dia nominal outer dia pipes |
| 120 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.16mm dia nominal outer dia pipes |
| 121 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes |
| 122 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.a) 15mm nominal bore |
| 123 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore |
| 124 | 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 |
| 125 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931a) 15mm nominal bore |
| 126 | Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats).a) 25mm. Nominal bore |
| 127 | Providing and fixing gun metal gate valve with wheel of approved quality.a) 25mm dia nominal bore |
| 128 | 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. |
| 129 | Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m to 3.0m. Depth |
| 130 | Centring and shuttering including struting , proping etc and removal of form for slab. |
| 131 | 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. |
| 132 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 133 | Providing and fixing soil, waste and vent pipes :75 mm diameter : Sand cast iron S&S pipe as per IS: 1729 |
| 134 | Providing and fixing terminal guard :75 mm Sand cast iron S&S as per IS - 1729 |
| 135 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 136 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -2.5- Circular shape 450mm internal diameter |
| 137 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats includingS.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.With F.P.S. bricks |
| 138 | Wiring for light point/fan point/exhaust fan point/call bell pointwith 1.5 sqmm FR PVC insulatedcopper conductor single core cable in surface / recessed PVC conduit,with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sqmm FR PVC insulated copper conductor single core cable etc. as required. Group C |
| 139 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire |
| 140 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire |
| 141 | Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :20 mm. |
| 142 | Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :25 mm. |
| 143 | Supplying and fixing metal box of following size (nominal size) on surface or recess with suitable size of phenolic laminated sheet cover in fromt including paintingetc. as required.75 mm x 75 mm x 60 mm deep |
| 144 | Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.1 or 2 Module (75 mmX75 mm) |
| 145 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 146 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connection, painting etc. as required. |
| 147 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps. modular socket outlet and 15/16 amps. modular switch, connection, painting etc. as required. |
| 148 | Supplying and fixing following way, three pole and neutral, sheet steel, TP MCB distribution board, 415 volts,on surface /recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 4 way (4 + 12), Double door, horizontal type |
| 149 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.single pole |
| 150 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required. |
| 151 | Supplying and fixing following rating,four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps. |
| 152 | Installation of exhaust fanupto 450 mm sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connections, testing, commissioning etc. as required. |
| 153 | Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes including all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. |
| 154 | Providing and fixing of circular / hexazonal cast ironor MS sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick MS sheetwith it top surface hacked for proer bonding, top lid shall be screwed into the cost iron/MS sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shal be made of 12 mm dia MS bar bent to shape as per standard drawing. |
| 155 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire |
| 156 | Supply & wiring of sub main with FR P.V.C. insulated 1100 volts grade single core copper conductor cable in heavy gauge P.V.C. conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with FR PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.4 x 25 sqmm with 2 x 16 sqmm earth wire in 50 mm dia conduit. |
| 157 | S/F of single light wall bracket (Cat-AAA) on matching M.D.F.E.G. board base etc. complete in all respects.Category AA |
| 158 | Supply of ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS : 374/79 and also comply with IS:1709/1984 with latest amendment the rated voltage 220/240 volts, 50 HZ single phase AC, the fan assembled should consists of down rod, blades, shackle canopies etc and with double ball bearing system.BEE 5 star rating - 1200 mm sweep |
| 159 | Supply of AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.300mm sweep. Please Enable Macros to View BoQ information |
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