Tender For Proposed Tourism Development And Beautification Of Sri Varaha Dham Mandir At Saidpur Aunrihar Distric-Varanasi, 1 Proposed Tourism Development & Beautification of Sri Varaha Dham Mandir at Saidpur Aunrihar Distric-Varanasi 2 ADITIYA GHAT 3 Supplying & placing old E.C. bag filled with R.B.M. in nylon crate 1.00x1.00x 1.00m.including all cost of material, labour and T&P.etc complete if any. formaking plateform of launching appron 4 Filling earth for water proof coffer dam in between E.C.bag filled with R.B.M. in N.C. 5 Dewatering with 5 HP deisal pump 6 Supply & Piling Eucalyptus Ballie 150 mm and above dia 7 Bamboo Bracing 150 mm dia and above per No. 8 150 mm dia boring with 110 mm dia perforated PVC pipe for dewatering hole including cost of all materials,labour T&p etc. 9 Providing boring of 400 mm dia hole for lowering casing pipe for piling. Including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of E.I. 10 Supply & Lowering P.V.C. Pipe of 350 mm dia rating 2kgf/cm² for piling work. 11 Supplying & placingGeo textile bag filled with R.B.M. for launching apron with all lead and lift.including all cost of material, labour, T&P etc. complete if any. 12 Providing, cutting, bending & binding reinforcement steel for R.C.C. work. 13 Providing centering and shuttering for R.C.C. work 14 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 :2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stoneaggregate 20 mm nominal size derived from natural sources) 15 Supply and fixing 75 mm dia P.V.C. pipe for Weep hole 16 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. . 17 Supply & laying Local sand in foundation and below filter material etc.including all cost of material, labour, T&P etc complete if any. 18 (a).Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate (b). 19 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level :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) 20 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) 21 Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand):Flush/ Ruled/ Struck or weathered pointing 22 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 :One face dressed Stone step 1500x400x200 mm size 23 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone 24 Providing edge moulding tostone steps corners,including machine polishing to edge to give smooth finish etc. complete as per approved by Engineer-in-Charge. 25 (a) Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site 26 (b) Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing thebedding surface etc. all complete. (Payment for Stone to be made separately). 27 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. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. 28 Providing and fixing octagonal Bansi paharpur stone Chhatri 2 NO with carving work having size of 4300x4300 mm base and height 7815 mm. On tp of Chhatri a stone Kalash placed of size 1235x1500 mm stone dome is placed on the top of stone column having size of 421x418 mm and height 1640mm, are made up ofBansi paharpur stone carving work as per enclosed darwing and details and instruction of engineer incharge. 29 Providing and fixing rectangular shaped Bansi paharpur stone Chhatri 1 NO with carving work having size of 3700x1500 mm base and height 4490 mm. On tp of Chhatri 4 No. stone Kalash placed of size 155x575 mm. Rectangular stone dome is placed on the top of stone column having size of 421x418 mm and height 1640mm, are made up ofBansi paharpur stone carving work as per enclosed darwing and details and instruction of engineer incharge. 30 Supply & Installation of 20W All in One Solar Street Light with System Efficacy >150lm/Watt and 36 Hours Backup with 3 Step Dimming (Inbuilt Monocrystalline Module and LiFePO4 Batteries) on 4.5 Meters GI Tubular Pole, 3.2mmthick, complete in all respect. (Make Wipro/Panasonic/Eveready/Nessa) 31 Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect., 8 No. 350w LED flood light, including cost of material, labour carriage loading, unloading and all taxes etc complete.(2.00 Nos.) 32 Constuction of Bio toilet at ghat complete in all respect. 33 Supply& fixing small size of Signageincluding cost all materials, labour ,T&P. etc.Complete in all respect. Providing and Eracting direction and place indification retro refectorisedsign as per IRC-67 made of high intensity grade sheeting .the retro reflective sheeting type-IV shall be tested for 3-year outdoor wheathering test in indian condition as per IRC-67:2012 and proof of thesame in form of Govt. report shall be uploded while quoting tender.while clause 801.3 fixed over aluminuam sheeting 2 mm thick with area excedding 0.9 sqm.supoorted on mild steel single angle irion post 75x75x6 mm 2 nos firmly fixed with to the ground by means of properly designed foundation with M-15 Grade cement concrete 45x45x60 cm below ground as per approved drawing complete. (Morth-801 8.6-Base) 34 Supply& fixing 2.4m span over Head cantiliver structure with 150 mm dia MS one vertical post Double side Retro reflective sign boards of Signage on ghat including cost all materials, labour ,T&P. etc.Complete in all respect suplly and fixing and eraction and builtup cantiliver structure 2.4m span comprising of one vertical posts of 7.30m height made up of 150 mm NB Mediuam class MS Pipe as vertical member welded with 10 mm M.S Plate at top and 10 mm MS Plate at bottom fixing to vertical post as per structure design and drawing wityh one of steel primer and two coats of synthetic enamel paint and the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for cofficent of retro reflection daytime colour and luminance shrinkage flexiblity linear removal adhesion impact resistance specular gloss and fungus resistance ,3 yearit should also be obtained from indian condion within 3 years of launching of product by the manufacture in abrod ,Alternatively a certificate conforming to ASTM spesfication D 4956-09 on artifical accelerated wheathering requrement from reputed lab in India can be accapted provisionally in such situation the employer /client if so desire could seek for a performance gurantee which would be released after reciept of certificate meeting outdoor weathering and its having passed these test shall be obtained from international/Govt Laboratoryinsitute by manufacture of the sheeting and in case the certificate is obtained from international condition , 35 Supply& fixing large size of Dustbin on ghat including cost all materials, labour ,T&P. etc.Complete in all respect. 36 Providing and fixingdrinking water arrangement. 37 Construction of Changing Room providing and fixing octagonal Bansi paharpur stone Changing Room with carving work having size of 2000x2000 mm base and height 2100mm. 38 COMMON TOILET BLOCK IN TEMPLE CAMPUS 39 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 40 Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift 41 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering 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) ,including cost of form- work,in foundation and floors. 42 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 43 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 44 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). [FOR LINTEL] Lintel G.F. 45 Slab (Using 1:1.5:3 Mix concrete). G.F. 46 Beams (Using 1:1.5:3 Mix concrete). G.F. 47 Column (Using 1:1.5:3 Mix concrete). G.F. 48 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Foundation (Using 1:1.5:3 Mix concrete). 49 Centering and shuttering including strutting, propping etc. and removal of form for : (a) Suspended floors, roofs, landings, balconies and access platform 50 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 51 (c) Foundations, footings, bases of columns, etc. for mass concrete 52 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 53 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 54 Providing and laying damp-proof course 25 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 12.5mm nominal size) 55 Painting on D.P.C with two coats of airblown bitumen 85/50 or 85/25 @ 1.7 Kg/Sq. M. approx including cost of fuel if any. 56 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)Above plinth level upto floor V level G.F. 57 Same as in item no. 16 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 58 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 coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brickballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 59 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 bothfaces of shutters: (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 60 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.Hold fast for chaukhats of doors/windows. 61 Door / windows & Staircase grill. 62 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) DOOR CHAUKHAT. 63 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) WINDOW & VENTILATOR CHAUKHAT 64 P/F Mild steel TMT FE-500 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 all steel and and over lapping & hooks. 65 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brickwall. 66 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 67 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 68 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 costof nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 69 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 70 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 71 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 72 P/L Kota stone slab 25 mm thick in riser of steps,skirting,dado & pillers laid on 10 mm thick mortar 1:3 (1 cement : 3 coarse sand), jointed with grey cement slurry mixed with pigment to match the shade of slabs including rubbing and polishing complete. 73 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 74 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 75 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). 76 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre . (For Ceiling) 77 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 78 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 79 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 80 Providing & fixingAluminiumsliding 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) 300mm x 16mm. 81 Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. (a)250 mm x 10mm 82 (a) 200 mm x 10mm 83 Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm. 84 Making drain along with the apron. 85 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top ofwalls when dry for bearing of R.C.C. slabs and beams. 86 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 87 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of ppropriate size and thickness (not less than 2 mm), nailed to the under layerwith rust proof screws and nails and finishing the groove complete as per specifications anddirection of the Engineer-in-Charge 88 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. 89 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or morethickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 90 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C (Light Point) 91 Wiring point for exhaust fan with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash. 92 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch socket, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(Plug and conduit) 93 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire. 94 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 95 Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 96 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . 4 way (4 + 12), Double door 97 Supply and fixing of single pole MCB blanking plate 98 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep 99 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 50 sqmm 3.5 core 100 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire50 sqmm 3.5 core 101 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100mm dia 102 Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrsPVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement. 103 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid 104 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mmbrass pillar taps, brass chain with rubber plug, 32mmbrass waste of standard pattern including cutting & making good the walls wherever required. a)White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps 105 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass,including painting of fittings and cutting and making good the wallsand floors wherever required : Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern 106 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin) 107 40 mm dia(for sink and urinal) 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 towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw 450mm. Long with total length of 495mm, width 78mm and effective height of 88mm 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 110 Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore 111 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931a) 15 mm nominal bore 112 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 113 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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.110 mm 114 75 mm dia 115 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. 110 mm 116 75 mm dia 117 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion. Coupler 110 mm 118 Bend 87.5° 110 mm bend 119 75 mm bend 120 Shoe plain 110 mm bend 121 75 mm bend 122 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 123 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 P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 124 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and makinggood the same including testing of joints complete as per direction of Engineer in Charge. 20 mm dia nominal outer dia 125 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. Exposed on wall.(internal work)15mm dia nominal bore 126 20mm dia nominal bore 127 25mm dia nominal bore 128 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality.15mm dia nominal bore. 129 20mm dia nominal bore. 130 25mm dia nominal bore. 131 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (Newwork) :15mm dia nominal bore. 132 20mm dia nominal bore. 133 25mm dia nominal bore. 134 Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore 135 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore 136 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 137 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. 138 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : a) 150mm diameter 139 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. a) 150mm diameter 140 P & fixing square mouth S.W. Gully trap grade A comp. with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 & 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 & frame to be not less than 2.70 Kg as per standard design. a) 150 x 100 mm. size P type 141 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: nside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets : 142 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c 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 : 143 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 144 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 depth 145 In all kind of soil upto 1.5m to 3.0m. depth 146 In all kind of soil upto 3.0m to 4.5m. depth 147 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 148 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 149 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 150 TMT Fe-500 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. 151 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 152 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. 153 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 154 Providing & fixing 75mm dia vent pipes. 155 Providing & fixing of 75mm dia cast iron terminal guard. 156 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 157 M.D. -2.5- Circular shape 450mm internal diameter 158 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 159 ENTRANCE GATE 160 Excavation of 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. 161 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. 162 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) : 3 graded stone aggregate 20 mm nominal size). 163 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) : 3 graded stone aggregate 20 mm nominal size). 164 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 165 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 : 3 graded stone aggregate 20 mm nominal size) 166 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.M 20 F.E. 500 167 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.60 mm thick 168 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 :One face dressed Stone step 1500x400x200 mm size 169 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. 170 Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete 171 (b) Suspended floors, roofs, landings, balconies and access platform 172 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 173 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 174 Cost for writing letters & LOGO 175 Cost of Top shikhar 176 Cost of Toran in sand stone 3.0 m wide 0.280x0.280 with ornamental feature. 177 TREE CHABUTRA 178 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering 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) ,including cost of form- work,in foundation and floors. (7*7)*0.15=7.35 179 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 completeFLOOR AREA 7*7=49.0 180 WALL AREA (7*0.9)*4=25.20 181 INTERLOCKING PATHWAY 182 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (DSR-2.6.1) 183 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. (DSR-4.1.8) 184 M-150 brick work in 1:4 cement and coarse sandof2.25fineness modulus mortar in foundation and plinth including supply ofall materials,labour andtools and plants etc.requiredforpropercompletion of the work. 185 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.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern 186 SOLAR LIGHT 187 Supply & fixing of SOLAR LIGHT 188 SAND STONE BENCHES 189 Supply & fixing of SAND STONE BENCHES 190 G.S.T. Extra as per Applicable
