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Tender For Tourism Development Work Of Veni Madhav Temple At District-Prayagraj., 1 Tourism Development Work Of Veni Madhav Temple At District-Prayagraj 2 (A)Flooring 3 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cemen, prayagraj-Uttar Pradesh

Government Departments has published Tender For Tourism Development Work Of Veni Madhav Temple At District-Prayagraj., 1 Tourism Development Work Of Veni Madhav Temple At District-Prayagraj 2 (A)Flooring 3 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cemen. Submission Date for this Tender is 11-10-2024. Drainage Tenders in prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

45587815
Tender For Tourism Development Work Of Veni Madhav Temple At District-Prayagraj., 1 Tourism Development Work Of Veni Madhav Temple At District-Prayagraj 2 (A)Flooring 3 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cemen
Open Tender
Indian
Uttar Pradesh
Prayagraj
11-10-2024

Tender Details

Tender For Tourism Development Work Of Veni Madhav Temple At District-Prayagraj., 1 Tourism Development work of Veni Madhav Temple at District-Prayagraj 2 (A)FLOORING 3 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement : 5 coarse sand), including pointing with cement mortar 1 :2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone 4 (B)GATE 3.0 M 5 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. 6 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 7 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. 8 As in item above but for slabs (Using 1:1.5:3 Mix concrete) 9 As in item above but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 10 As in item abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 11 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :400 mm dia piles 12 As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 13 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. 14 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for therequired duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for theworkmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measuredfor payment purpose .The payment will be made once irrespective of duration of scaffolding. This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 15 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. 30 mm thick 16 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 17 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 18 Mild steel or iron work of heavy 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. 19 Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works). 20 Cost of carving work 21 (C)GATE 1.8 M 22 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. 23 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 24 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. 25 As in item above but for slabs (Using 1:1.5:3 Mix concrete) 26 As in item above but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 27 As in item abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 28 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :400 mm dia piles 29 As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 30 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. 31 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for therequired duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for theworkmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measuredfor payment purpose .The payment will be made once irrespective of duration of scaffolding. This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 32 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. 30 mm thick 33 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in wallswherever required. 34 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 35 Mild steel or iron work of heavy 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. 36 Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works). 37 Cost ofcarving work 38 (D) YATRI SHED 39 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. 30 mm thick 40 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 41 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 42 Cost of carving work 43 (E) YATRI SHED 44 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement : 5 coarse sand), including pointing with cement mortar 1 :2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 45 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. 30 mm thick 46 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 47 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 48 Cost of carving work 49 (F) TOILET BLOCK 50 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 0.00 to 1.50 Mtr. 51 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 52 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. 53 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 : 8 graded stone aggregate 40 mm nominal size) 54 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 55 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. 56 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). Ground Floor 57 As in item above but for slabs (Using 1:1.5:3 Mix concrete). 58 As in item above but for thelighterbeams i.e. having spans upto 6 m. 59 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 60 Initial Test 61 Routine Test 62 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 : 63 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) 64 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 65 Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50 or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. 66 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) 67 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) 68 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 69 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). 70 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 71 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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. Granite of any colour and shade. (FLOORING) 72 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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. Granite of any colour and shade. (skirting) 73 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work 74 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.(FLOORING) 75 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth 76 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: (Both side laminated) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. 77 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification andirection of Engineer-in-charge. 78 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : Two coat 79 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(Outer surface) 80 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : Two coat 81 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. 82 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 83 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 84 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 85 (a) 300 mm x 10mm 86 (b) 250 mm x 10mm 87 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 88 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 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 toIS : 2645 and approved by Engineer-in-charge. 89 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4 mm thick 90 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 91 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. 30 mm thick 92 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 93 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 94 Cost of carving work 95 PLUMBING WORK 96 SANITARY FIXTURES & ACCESSORIES : I 97 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 Same as above but for European type W.C. pan with white plastic seat and lid. 98 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 99 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern Parryware/ Hindware Seabird/ Orient (Coral) 100 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 101 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer all complete. 102 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32mm dia 103 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. 104 SOIL WASTE & VENT PIPES AND FITTINGS - II 105 Providing & fixing soil, waste and vent pipes. 106 a) 100mm dia centrifugally cast iron S & S pipe. 107 b)75mm dia centrifugally cast iron S & S pipe. 108 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 109 a) for 100mm dia pipe. 110 b) for 75mm dia pipe. 111 Providing and fixing plaincast iron S & S sanitary bend. 112 a) 100mm 113 b) 75mm 114 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 115 a) 100x100x100mm 116 b) 75x75x75mm 117 Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 3989 118 Providing & fixingcast iron coller. 119 a) 100mm dia. 120 b)75mm dia. 121 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 122 a) 100mm 123 b) 75mm 124 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 100mm inlet & 75mm outlet. 125 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work 100 mm diameter pipe 126 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 127 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. 128 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 diameter 129 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. 110mm 130 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. 110mm 131 WATER SUPPLY PIPES AND FITTINGS - III 132 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 25mm dia nominal bore (medium duty) 133 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 134 a) 15mm dia nominal bore 135 b) 20mm dia nominal bore 136 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 137 a) 15mm dia nominal bore 138 b) 20mm dia nominal bore 139 c) 25mm dia nominal bore (medium duty) 140 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore 141 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore 142 PaintingG.I.pipesandfittingswithsynthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality fornew work 143 15 mm dia nominal bore 144 20 mm dia nominal bore 145 25 mm dia nominal bore 146 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 147 a) 15mm dia nominal bore. 148 b) 20mm dia nominal bore. 149 c) 25mm dia nominal bore. 150 Providingandfixing G.I.unioninG.I.pipe includingcuttingandthreadingthepipeandmaking long screws etc. complete (new work) 151 a) 15mm dia nominal bore. 152 b) 20mm dia nominal bore. 153 c) 25mm dia nominal bore. 154 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore 155 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore 156 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 15mm nominal bore 157 Providing and fixing PTMT grating of approvedquality and colour Circular type 100 mm nominal dia 158 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. 159 SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV 160 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. Pipes 80mm to 300mm diameter. 161 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 162 a) 100mm diameter 163 b) 150mm diameter 164 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. 165 a) 100mm diameterS.W. Pipe 166 b) 150mm diameterS.W. Pipe 167 Providing and fixing square mouth S.W. Gully trap grade A complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm.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 168 Providingandlayingnon-pressureNP2class (lightduty)R.C.C.pipeswithcollarsjointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)including testing of joints etc. comp 169 150 mm dia rcc pipe 170 250 mm dia rcc pipe 171 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 172 a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. 173 b) Extra for depth of man hole size 90x80 cm 174 c) Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. 175 d) Extra for depth of man hole size 90x120 cm 176 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 177 ELECTRICAL WORK 178 Wiring point forLight with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 1.5 sq.mm. FR PVC-insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fans with moduler type switch. 179 Wiring point for Plug with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 5 sq. mm. FR PVC insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fans with moduler type switch and socket. 180 Wiring point for Exhaust fan with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 1.5 sq. mm. FR PVC-insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fans with moduler type switch. 181 Supply fixing & concealing ofPVC conduit in the wall including cutting of brick laying of conduit & fixing it with MS hooks & then plastering.with cement, sand,mortar finished to the level,with matching colour wash including cost of proper thrading of c Size 25 mm dia 16SWG (2 mm)thick 182 S/F of power plug modular type with 15 Amp./250 volts switch & socket etc. 183 Supplying and fixing TV antenna socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 184 Supply & wiring of submains with 2 nos.1.5 sq.mmFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm diaMedium Class PVCconduit partly concealed in wall and partly laid in slab along with the reinforcement b 185 Supply & wiring of submains with 2 nos.2.5 sq.mmFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia Medium Class PVC conduit partly concealed in wall and partly laid in slabalong with the reinforcement bef 186 Supply & wiring of submains with 2 nos.4 sq.mmFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia Medium Class PVC Conduit partly concealed in wall and partly laid in slab along with the reinforcement befo 187 Supply & fixing and making connection of 40 amp. 4P 30 mA ELCB/ RCCB of Din Rail mounting in complete in all respect as per direction and satisfaction to the Engineer in Charge. 188 Supply & fixing and making connection of 63 amp. 4P 30 mA ELCB/ RCCB of Din Rail mounting in complete in all respect as per direction and satisfaction to the Engineer in Charge. 189 Supply & fixing of Batton/Angle holderincluding makingconnectionetc. as required. 190 Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.CAT. - AAA 2420 system lumens, 110 Im/W, PF>0.95, THD<10%, CRI>80, sheet Thickness 0.8 mm, Tube with aluminium heat with 5 year warrantee. 191 Supply and fixing of 240 volts C Curve6-32 amp SPminiature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A 192 Supply and fixing of 240 volts C Curve 40 amp4Pminiature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A 193 Supply and fixing of 240 volts C Curve 63 amp4Pminiature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A 194 Supply and fixing of flush/surface mounting 4 ways TPN distribution boards (Legrand Lexic) without MCB with additional metal doorcomplete in all respects. As directed by engineer incharge. CAT A 195 Supply & Fixing of MCB blanking plate for DB. 196 Supply and Fixing of Danger Board fabricated from 10 gauge M.S. Sheet as per I.E. Rules 197 Erection and testing of exhaust fan on the existing hole with suitable size rag bolt nut & washer etc. complete in all respects. 198 Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finshing propely complete in all respect. 199 Supply and Fixing of shock treatment chart.prescribedas per I.E. Rules.duly framed with glass and supported from back with hard board or shoft board with supply of all material ,labour,T&P for proper completion of work. 200 Supply and Laying of 1800*900*12mm thick chequerd rubber matting of tested quality. complete in all respect. as per I.E. Rules 201 Supply and fixing of power plug with 20A/250V flush type Moduler switch and 5 Pin 20A/250V flush type universal Moduler socket in suitable Conceled MS Box including supply of all material, labour,T&P etc.required for proper completion of work. 202 Supply and fixing of 240 volts63amp DP miniature circuit breaker (10 K A ) in with sheet steel encloser box, complete with connections as required.(for Air conditioning/Main incoming.) 203 Supply and fixing following module G.I box along with moduler base with cover plate : 204 1 or 2 Module (75mmX75mm) 205 3 Module (100mmX75mm) 206 4 Module (125mmX75mm) 207 6 Module (200mmX75mm) 208 8 Module (125mmX125mm) 209 Supply & Fixing of Moduler switch blanking plate for Moduler switch board. 210 (G) SIGNAGE 211 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. 212 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) 213 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. 214 As in item abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 215 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300mm 216 As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 217 Brick work in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 218 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. 219 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.30 mm thick 220 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 221 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 222 Cost of Stone writing 223 (H) DRINKING WATER FACILITY 224 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. 225 Filling of carted earth. 226 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) 227 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 228 Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. 229 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. 230 As in item above but for slabs (Using 1:1.5:3 Mix concrete) 231 As in item above but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 232 As in item abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 233 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300mm 234 As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 235 First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand) 236 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 237 Painting on DPC with two coats of air blown bitumen 85/50 or 85/25 @ 1.7 kg/sqm. Approx including cost of fuel if any. 238 Same as in item No. 11 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:4 cement : coarse sand) 239 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. 240 15 mm thick plinth plaster [1 cement : 4 coarse sand] 241 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 242 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 243 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 244 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 245 Supply and fixing 6 mm China white glazedtiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). 246 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). 247 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: 248 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 249 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202. both side aminated. 250 M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. 251 Providing & fixing of hold fast for chaukhatsof doors and windows. 252 Providing & fixing of door / windows grill. 253 Z-Section steel windows 254 Angle iron door chaukhats 40*40*5 255 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) 256 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 257 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 258 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete250 mm x 10mm 259 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 260 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of 261 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 262 Same as item above but on new wood surface. 263 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 3.8-4.7 mm thick glass panes 264 Construction of drain alongwith apron. 265 PLUMBING WORK 266 SANITARY FIXTURES & ACCESSORIES : I 267 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. 268 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32mm dia 269 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 270 SOIL WASTE & VENT PIPES AND FITTINGS - II 271 Providing & fixing soil, waste and vent pipes. 75mm dia centrifugally cast iron S & S pipe. 272 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc.for 75mm dia pipe. 273 Providing & fixingcast iron coller.75mm dia. 274 Providing and fixing plaincast iron S & S sanitary bend. 75mm 275 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 75x75x75mm 276 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 diameter 277 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. 110mm 278 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. 110mm 279 WATER SUPPLY PIPES AND FITTINGS - III 280 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 281 a) 25mm dia nominal bore (medium duty) 282 b) 32mm dia nominal bore (medium duty) 283 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 284 a) 15mm dia nominal bore 285 b) 20mm dia nominal bore 286 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 287 a) 15mm dia nominal bore. 288 b) 20mm dia nominal bore. 289 c) 25mm dia nominal bore. 290 d) 32mm dia nominal bore. 291 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore 292 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore 293 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. 294 SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV 295 Providing and fixing square mouth S.W. Gully trap grade A complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm.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 296 BORING 297 Drilling of 200 mm dia bore hole. 298 Supply of 125 mm dia MSpipe as per IS1239 299 Supply of 125 mm dia slotted MSpipe 300 Supply and fixing of nylon jali around the slotted pipes complete as required. 301 Providing and packing of coarse sand / pea gravel around the pipe. 302 Transport of boring tools other required equipements and installation at site. 303 Supply of submersible pump of make KSB 5.0 HP with control panel, support wire etc. complete. 304 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 305 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 306 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 307 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 308 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 309 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 310 Testing and development of tube well. 311 ELECTRICAL WORK 312 Wiring point forLight with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 1.5 sq.mm. FR PVC-insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fans with moduler type switch. 313 Wiring point for Plug with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 5 sq. mm. FR PVC insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fans with moduler type switch and socket. 314 Supply fixing & concealing ofPVC conduit in the wall including cutting of brick laying of conduit & fixing it with MS hooks & then plastering.with cement, sand,mortar finished to the level,with matching colour wash including cost of proper thrading of c Size 25 mm dia 16SWG (2 mm)thick 315 S/F of power plug modular type with 15 Amp./250 volts switch & socket etc. 316 Supply & wiring of submains with 2 nos.1.5 sq.mmFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm diaMedium Class PVCconduit partly concealed in wall and partly laid in slab along with the reinforcement b 317 Supply & wiring of submains with 2 nos.2.5 sq.mmFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia Medium Class PVC conduit partly concealed in wall and partly laid in slabalong with the reinforcement bef 318 Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.CAT. - AAA 2420 system lumens, 110 Im/W, PF>0.95, THD<10%, CRI>80, sheet Thickness 0.8 mm, Tube with aluminium heat with 5 year warrantee. 319 Supply and fixing of 3 watt to 6 watt LED Decorative mirror light (spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA 330-660 systemlumens 1101m/W, PF>0.95, THD<20% at full load , with 5 year warrantee 320 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts 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, thesize 50 sq mm x 3-1/2core 321 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per dsize 50 sq mm x 3-1/2core 322 Supply and fixing of 240 volts C Curve6-32 amp SPminiature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A 323 Supply and fixing of 240 volts C Curve 40 amp4Pminiature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A 324 Supply & Fixing of MCB blanking plate for DB. 325 Supply and Fixing of Danger Board fabricated from 10 gauge M.S. Sheet as per I.E. Rules 326 Supply and Fixing of shock treatment chart.prescribedas per I.E. Rules.duly framed with glass and supported from back with hard board or shoft board with supply of all material ,labour,T&P for proper completion of work. 327 Supply and fixing of power plug with 20A/250V flush type Moduler switch and 5 Pin 20A/250V flush type universal Moduler socket in suitable Conceled MS Box including supply of all material, labour,T&P etc.required for proper completion of work. 328 Supply and fixing of 240 volts63amp DP miniature circuit breaker (10 K A ) in with sheet steel encloser box, complete with connections as required.(for Air conditioning/Main incoming.) 329 R.O. Machine system water cooler 330 Blue Star 200L Cooling and 400L Storage Water Cooler SDLX200400B. 331 (I) DUSTBIN 332 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. 333 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) 334 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. 335 As in item abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 336 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. 337 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Both face dressed.Red sand stone 338 Cost of Sculpture & carving work 339 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. 340 (J) STONE CARVED BENCHES 341 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. 342 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) 343 As in item 3 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) 344 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. 345 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Both face dressed.Red sand stone 346 (K) SOLAR LIGHT 347 Erection of Metalic pole of following length in cement Concrete 1:3:6 (1 Cement: 3 Course sand: 6 Graded stone aggregates 40mm nominal size) foundation including excavation and refilling etc. as requiredAbove 4.5m and upto 6.5m 348 Havells All in One Solar Street Light (LHSTAKU7CBAF015)Solar Street Light (LED based) consist of white LED luminaire (LED + Driver) rating as per configuration along with Solar PV modules and LiFePo4 battery of given capacity, necessary control electronics, interconnecting wires / cables, module mounting structures, etc. to operate from dusk to dawnSpecification: .Power output of PV Module: ≥ 75 Wp at 16.4 ±0.2 Volt at STC Battery capacity: ≥ 12.8 V (nominal), 30 Ah at STC (1 day autonomy) Type of LED (Light source): 40Watt White LED type Ingress protection: IP65 or better Indicators on the system: Provided with 2 LED indicators: a green light to indicate charging in progress and a red LED to indicate deep discharge condition of the battery. The green LED glow only when the battery is actually being charged. Nominal bore size of tube / Thickness of tube: 65 mm / 4.5mm Height of pole (in m): 6 Battery box: Battery included in the luminaire enclosure, with water proof (IP65 or better) and corrosion resistant For more detail please refer attached quote. 349 G.S.T. Extra as per Applicable

Key Value

Document Fees
INR 17700 /-
EMD
INR 316000.0 /-
Tender Value
INR 1.57 Crore /-
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