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Smriti Van At Chabisay Seyok Under Forest Department,Gta. - Boundary Fence ( L = 595.00 m): Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) Depth exceeding 1.50m 2 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 3 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge. 4 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. 5 Cost of Boulder 150 mm size delivered and stacked at site 6 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 7 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 8 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. i) Tor/ mild steel ( other manufacture nat specified) 9 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 10 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m 11 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement motera) 20 mm thick 12 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(b) On steel or other metal surface : 13 Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised C clips to grid of horizontal strands of galvanised high tensile spring steel wire of fixed to the vertical posts by means ofgalvanised special clips, bolts and nuts etc.(I) 50 mm. x 50 mm. x 8 g. 14 Footpath (L= 565.00 m Width-1.50m)Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.a) Depth exceeding 1.50m 15 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 16 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 17 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 18 Cost of Boulder 150 mm size delivered and stacked at site 19 Filling in Foundation or Plinth with Silver Sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand 20 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes ii ) River bazree (1:1.5:3) 21 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 22 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 23 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 24 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 25 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 26 Observatory Tower (G+2 Storied) Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. a) Depth exceeding 1.50m 27 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 28 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 29 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 30 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 31 Cost of Boulder 150 mm size delivered and stacked at site 32 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 33 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 34 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 35 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 36 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 37 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .25 to 30 mm thick shuttering 38 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 39 (d) Extra for works beyond the roof of ground floor per additional floor(i) upto 4th (per floor) and in basement. 40 second floor/ second basement 41 Third Floor 42 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete ihncluding cuting to requisite size fabrication with necessary metal are welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, confumables such as the cost of gas and hirea charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. i) For trusses spanning u p to 12.00 mSquare tube 50x50x4.5 mm th = 5.95 kg/m 43 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 44 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 45 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 46 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 47 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(WALL)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 48 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(FLOOR)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 49 Supplying and laying true to line and level vitrified tiles of approved brand(size not less than 600mmx600mmx10mm thk) in floor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thk cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive(6mm thk layer applied directly over finished artificial stone floor/mosiac etc without any backing course) laid after application slurry using 1.75kg of cement per m2 below mortar only, joints grouted with admixture of white cemet and colouring pigment to match with colour of tiles/epoxy groutmaterials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete true to materials, labour and all other incidential charges complete true to manufacturer"s specification and direction of Engineer-In-Charge.(White cement, synthetic adhesive and grout materials to be supplied by the contractor) I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. 50 Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr"s hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N(A) Deep Colour & White 51 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the framef) sissu, gammar, champ 52 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (f) sissu, gammar, champ 53 Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. 54 Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. 55 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 56 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 57 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia 58 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated(iv)150mm long x 10 mm dia rod 59 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 60 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M] 61 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M] 3 track 62 Labour charge for fabricating and installation of composite door window, partition made from annodised extruded alloy sections for the following units: (A)Glazed aluminium windows ,made of extruded and anodised alloy aluminium sectn fabrications ,including cutting to proper shape and size , drilling and alinging of window and shutter frame fitted with a built locking arrangements, sliding rollers and other necessary fittngs, fixture, adhesives and joineries along with neooprene or EPDM gasketing inbetween window frame and masonry work( walls columns window, lintels etc) as well as between stars and shutters frame and fixing glass & Polysulphate Sealant and inbetween shutter and window frame where necessary including cutting to requisite size and fixing the glass as per drawing, specification and direction of Engineer-in-Charge. The rate includes the hire charges of all tools and plants ,including all incidential charges , adhesive,joineries such as screws cleats angles etc. but excludes the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangements and rollers. 3 track sliding window 63 Supplying bubble free float glass of approved make and brand. Confirming to IS 2835-1987. (ix) 5mm thick coloured/ tinted/ smoke glass . 64 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooR Grills above 10 kg/m2 to 16 kg/m2 65 Lime punning about 3 mm thick with stone lime and shell lime 66 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 67 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIc(b) Two Coats 68 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothening the surface. 69 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 70 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On timber or plastered surface : 71 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 72 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber or plastered surface :a. iv. 2 coat any shad 73 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber Steel surface :a. iv. 2 coat any shad 74 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 75 D) shoe:(ii) 110mm Dia 76 SANITARY & PLUMBING:Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground.32 mm 77 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)15 mm (b) For CONCEALED wORK 78 upply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)75mm 79 Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).32 mm 80 Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).15 mm 81 Supplying, fitting and fixing bib cock or stop cock. (d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). 82 Supplying, fitting and fixing bib cock or stop cock. (a) (i) Chromium plated Bib Cock short body 83 Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand). 84 (f) hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall 85 Supplying, fitting fixing pillar cock of approved makec) CP Pillar Cock - 15 mm. (Code No. 5011 & Model - FLORENTINE of JAQUAR 86 e ) CP Centre hole basin mixture with regular spout without popup waste system with 450mm long braided hoses( Equivalent to Code No. 5167(B) & Model - FLORENTINE OF JAQUAR or similar brand 87 Supplying P.V.C. water storage tank of approved make quality with closed top with lidUPTO 1000 Ltr. 88 Wash basin wite vitrous china of approved make ( without fittings) supplied, fitted and fixed in position on 75 mm x 75mm x 75mm wood blocks and cast iron brackets including two coat of painting oa C. I bracket (i) 450 x 300mm size 89 Supplying fitting fixing EWC in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With "S" Trap 90 Supplying fitting fixing Closet seat of approved make with lid and CP hinges , rubber buffer and brass screwscompletea) EWCiv) Bestolite (solid type ) white 91 Supplying fitting and fixing C.I or P or S trap comforming to I.S 3989/1970 and 1729/1964 including painting the exposed surface.P trap (100 mm dia) 92 Supplying, fitting fixing soap holder.c.(a) PTMT(Prayag or equivalent) 93 Supplying fitting and fixing 10 litres porcelain low down crysteen of approved make with either side or bottom inlet,sideoverflow, brackets complete with all internal PVC fittings. 94 Supplying fitting and fixing porcelain toilet paper holder of approved make and size.Roll type size ( 175mm x 150mm) 95 Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass (i) 25 mm dia. and 450 mm long 96 Supplying fitting fixing best quality Indian make mirror 5.5 mm thick with Silvering as per ISI specification supported on fibre glass frame of any colour, frame size 550 mmx400mm 97 Supplying fitting and fixing in position C.I manhole/ pit cover with rim.(b) Square = (i) 450 mm X 450 mm X 16 kg (approx.) 98 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. 99 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Lengthb) 110 mm 100 fittingsplain teeb) 110 mm 101 Bend 45 degreeb) 110 mm 102 xi) Door Bend (T.S.) b) 110 mm 103 xvi) Pipe Clipb) 110 mm 104 xv) Vent Cowlb) 110 mm 105 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.Work above groundb) 110 mm 106 Construction of inspection pit (inside measurement 600mmx600mmx 450mm depth) as per drawing with 250mm thick brick work in cement morter (4:1) bottom of the pit consisting of 10mm thick cement concrete (1:3:6) over brick flat soling, providing channel or invert with cement concrete (1:2:4) top of the pit covered with 100mm thick RCC slab (1:2:4) and reinforcement upto 1%) having one manhole cover of approved Quality with necessary fittings, plastering with sand and cement morter (4:1) 12mm thick On entire internal surface and exposed external surface of wall, 20mm thick bottom Of pit 6mm thick on internal and external surface of the RCC slab neat cement finishing On all plastered surfaces, including earthwork in excavation and fitting the sides of the pit With earth complete in all respects with all materials and labour900x 750 x600 mm 107 Construction of Septic tankas per approved drawing and specifications including supplying fitting and fixing necessary specials and fittings such as S.W. Tees, C.I. foot rests, 560mm dia. R.C.C. manhole covers of approver quality including necessary earth work in excavation in all sorts of soils including bailing out water, and shoring etc. as necessary and refilling the sides of the tank with clear filling up the chambers with clear water after removing all foreign materials from inside the chambers and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. complete in all respects with all materials and labours( approved water proofing compound shall have to be plastering all internal surfaces of the tankB) With Bazree (N.B Varity) (Other than SAIL/TATA/RINL). 10 User 108 Construction of circular soak well 2.50mtr. deep with dry brickwork 2.10mtr.from the bottom end and brickwork in cement mortar (4:1) in top 1.50m with 20mm cement mortar plaster (4:1) inside including filling up the inside pit 1.00metre from bottom and 30 cm thick annular space all round the full depth of the pit upto dry brick work with brick metal of sizes 5cm to 15cm (bigger size placed at of the pit covered with 10cm thick R.C.C. slab (4:2:1) with necessary reinforcements and shuttering including 6mm thick (4:1)a)With 250 mm dry brickwork and 250mm thick cement brickwork(6:1). and 1.00m inside dia2.5mm deep 109 Ordinary Bat delivered and stacked at sith 110 Stone ballast 40 mm down of N.B variety delivered and stacked at site 111 Meditation Centre: Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.a) Depth exceeding 1.50m 112 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 113 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 114 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 115 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 116 Cost of Boulder 150 mm size delivered and stacked at site 117 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 118 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 119 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 120 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 121 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 122 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 123 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 124 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete ihncluding cuting to requisite size fabrication with necessary metal are welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, confumables such as the cost of gas and hirea charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. i) For trusses spanning u p to 12.00 mSquare tube 50x50x4.5 mm th = 5.95 kg/m 125 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 126 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 127 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 128 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 129 Wood work in posts, post plates, rafters, battens, truss members, purlins etc. fitted and fixed complete (excluding the cost of bolts, paints, but including the cost of nails, screws etc.). Ground Floor - Sal : Local 130 Supplying, fitting and fixing boiling water resistant ply conforming to IS: 303- 1989 bonded with phenol formaldehyde synthetic resin of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in- Charge.[excluding the cost of supporting frame work and teak wood batten/Lipping]In Ground Floor 131 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the framef) sissu, gammar, champ 132 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (f) sissu, gammar, champ 133 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 134 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 135 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia 136 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated (iv)150mm long x 10 mm dia rod 137 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 138 P.V.C- False Ceiling :Providing False Ceiling made with framework of steel tube of 40mm x 20mm of not less than 18 gauge,the long and cross section will be welded with each other 1000mm to 1200mm apart the entire framework will be fixed in wall using rawlplug or gutties or screws etc. and suspended from ceiling with M.S flat 19mmx3mm as necessary,the entire frame will be painted with red oxide. PRINTED LAMINATED P.V.C Section 150mm x 12mmx 1.00mm (+/- 0.01mm) of approved quality and colour will be fixed on the frame so that the entire framework will not be visible from below P.V.C Section will be fixed with the frame with the help of self tapping steel screws including all materials and labour charges including fitting,fixing the same and hoisting including mending the damages in all respect and cost of paint as required as per direction of Engineer-in- Charge .In ground floor. 139 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]3 Track W 140 Labour charge for fabricating and installation of composite door window, partition made from annodised extruded alloy sections for the following units: (A)Glazed aluminium windows ,made of extruded and anodised alloy aluminium sectn fabrications ,including cutting to proper shape and size , drilling and alinging of window and shutter frame fitted with a built locking arrangements, sliding rollers and other necessary fittngs, fixture, adhesives and joineries along with neooprene or EPDM gasketing inbetween window frame and masonry work( walls columns window, lintels etc) as well as between stars and shutters frame and fixing glass & Polysulphate Sealant and inbetween shutter and window frame where necessary including cutting to requisite size and fixing the glass as per drawing, specification and direction of Engineer-in-Charge. The rate includes the hire charges of all tools and plants ,including all incidential charges , adhesive,joineries such as screws cleats angles etc. but excludes the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangements and rollers. 3 track sliding window 141 Supplying bubble free float glass of approved make and brand. Confirming to IS 2835-1987. (ix) 5mm thick coloured/ tinted/ smoke glass . 142 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooR Grills above 10 kg/m2 to 16 kg/m2 143 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).a) With i)IN ROOF0.5 mm thick sheet 144 Galvonised iron sheet ridging fitted with necessary bolt, screws, washers etd complete (225 mm end lapping).450 mm laping each way 145 Supplying, fitting & fixing polycarbonate sheet of approved make & brand conforming to IS: 14443-1997 and having 50 micron UV protection layer under co-extrusion technology, Fire rating being B-s1 as per EN13501-1 certification, fitted and fixed with 60mm wide aluminium channel section top and bottom member in dry-glaze sandwitch system, (unit wt. of top and bottom members: 0.375 kg/m & 0.69 kg/m) of approved brand and profile, EPDM quality rubber gaskets, anti dust tape, end closer "C" channel and 75 mm long Self tapping screw being drilled through the centre leg of the bottom section with nuts placed at 300 mm apart without anyway puncturing the polycarbonate sheet, EPDM Washer 16 mm dia & 3 mm thick washer etc complete strictly as per manufacturers specification and direction of Engineer-in- Charge. (Payment to be made on area of finished work) .In Roof:- Natural/ Blue/Green/Bronze/Opal/Metallic grey colour. c)With 2 wall 10 mm overall thickness (wt.1.70kg/sqm,Ugvalue being 3.1 W/m2K, Min. cold bending radius of 1200 mm) 146 Galvonised iron sheet eaves gutter fitted and fixed with necessary 50 mm x 6mm M.S flat bar clamps bent to design, bolt , nuts, washers etc complete eaves gutter made of 0.63 mm thick. (b) 300 mm. wide gutter 147 Wooden eaves board as per design fitted and fixed complete.(iii) Ornamental eaves board (Badam/Gamar/Champ/Hallak). a) 19 mm thick 148 Holding down bolt with nuts including 100x100x6mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as diredted.25 mm dia 149 Lime punning about 3 mm thick with stone lime and shell lime 150 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 151 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIc(b) Two Coats 152 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothening the surface. 153 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 154 Chopal varnish of approved quality including preparing surface(i) On new wood surfacev 155 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 156 C) Bend 87.5 degree (ii) 110mm Dia 157 D) shoe:(ii) 110mm Dia 158 Hanuman Mandir :Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 159 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 160 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 161 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 162 Cost of Boulder 150 mm size delivered and stacked at site 163 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.1:3:6 proportion 164 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:2:4) 165 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 166 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 167 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 168 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 169 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 170 M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) conencted to one another with bracket gusset cleats as per design, direction of Engineer-in-charge complete ihncluding cuting to requisite size fabrication with necessary metal are welding conforming to IS 816-1956 & IS 9595 using electrodes of apporved make and brand conforming to IS 814-1957 haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, confumables such as the cost of gas and hirea charges of all tools and plants and labour required for the works incouding all incidental charges such as electricity charges labour insurance charges etc. i) For trusses spanning u p to 12.00 mSquare tube 50x50x4.5 mm th = 5.95 kg/m 171 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 172 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 173 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 174 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 175 Supplying, fitting and fixing Marble Slab/tile of 15mm to 18mm thickness in dado / wall in 15mm (avg.) cement morter(1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4kg/Sq.m at the back side of marble & pointing in cement morter (1:2) (1 cement, 2 marble dust) with admixture of pigment matching the stone shades including polishing all complete as per direction of Engineer-In-Chargeincluding cost of materials, labours, scaffolding, staging, curing complete.With Chawk Dungri 176 Supplying and laying true to line and level 20 mm / 25 mm. thick precast roof tiles made of cement conc. with stone chips as per approved strength and density set in 25mm avg. thickcement morter(1:3) and filling up joint (3 mm wide) with cement sand mortar (1:1) applying cement slurry @ 1.75 kg per Sq.m back of tiles and then settting close the precasttiles, finishing up the joints with slurry already laid and finally finishing the top surface including providing 150 mm. high skirting with the same tiles flushed with the insidesurface of parapet wall,finishing the mouth of rain water pipes, curving etc. as necessary complete as per direction of the Engineer-in-charge. (Levelling if necessary may be paidseparately). (a) For 20 mm. thick precast tiles (cement 14.6 kg/ Sq.m for underlayer) 177 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooR Grills above 10 kg/m2 to 16 kg/m2 178 Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) 179 Lime punning about 3 mm thick with stone lime and shell lime 180 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 181 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothening the surface. 182 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 183 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On Steel surface : 184 Ticket Counter cum Guard Room:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 185 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 186 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 187 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 188 Cost of Boulder 150 mm size delivered and stacked at site 189 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety(a) 1:3:6) 190 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:2:4) 191 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:1.5:3) 192 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 193 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 194 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 195 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 196 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 197 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 198 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement moter, 15 mm thick 199 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 200 Supplying and laying true to line and level vitrified tiles of approved brand(size not less than 600mmx600mmx10mm thk) in floor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thk cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive(6mm thk layer applied directly over finished artificial stone floor/mosiac etc without any backing course) laid after application slurry using 1.75kg of cement per m2 below mortar only, joints grouted with admixture of white cemet and colouring pigment to match with colour of tiles/epoxy groutmaterials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete true to materials, labour and all other incidential charges complete true to manufacturer"s specification and direction of Engineer-In-Charge.(White cement, synthetic adhesive and grout materials to be supplied by the contractor)(I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement moar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.(A) Deep Colour & White 201 Supplying and laying 20 mm thick designer chequered tile of any shade and of approved quality as per I.S 1237:1980 laid in pattern as directed in pavement, foothpath including necessary under lay 25 mm thick average cement moter (1:3) complete in all respct with all labour and material. 202 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame f) sissu, gammar, champ 203 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. sissu, gammar, champ 204 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 205 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 206 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete.(i) 250mm x 16mm dia 207 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated(iv)150mm long x 10 mm dia rod 208 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 209 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. 210 Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. an.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.[Note : for estimate purpose construction wing may consider weight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]3 Track W 211 Labour charge for fabricating and installation of composite door window, partition made from annodised extruded alloy sections for the following units:-(A)Glazed aluminium windows ,made of extruded and anodised alloy aluminium sectn fabrications ,including cutting to proper shape and size , drilling and alinging of window and shutter frame fitted with a built locking arrangements, sliding rollers and other necessary fittngs, fixture, adhesives and joineries along with neooprene or EPDM gasketing inbetween window frame and masonry work( walls columns window, lintels etc) as well as between stars and shutters frame and fixing glass & Polysulphate Sealant and inbetween shutter and window frame where necessary including cutting to requisite size and fixing the glass as per drawing, specification and direction of Engineer-in-Charge. The rate includes the hire charges of all tools and plants ,including all incidential charges , adhesive,joineries such as screws cleats angles etc. but excludes the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangements and rollers. 3 track sliding window 212 Supplying bubble free float glass of approved make and brand. Confirming to IS 2835-1987. (ix) 5mm thick coloured/ tinted/ smoke glass . 213 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooRGrills above 10 kg/m2 to 16 kg/m2 214 Lime punning about 3 mm thick with stone lime and shell lime 215 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 216 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIc(b) Two Coats 217 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothening the surface. 218 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 219 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On timber or plastered surface : 220 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 221 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber or plastered surface :a. iv. 2 coat any shad 222 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) OnSteel or Metal surface :a. iv. 2 coat any shad 223 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 224 D) shoe:(ii) 110mm Dia 225 Toilet Block.( Gents & Ladies) Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. a) Depth exceeding 1.50m 226 E xcavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 227 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 228 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 229 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 230 Cost of Boulder 150 mm size delivered and stacked at site 231 (II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety(a) 1:3:6) 232 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:2:4) 233 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 234 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 235 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 236 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .25 to 30 mm thick shuttering 237 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 238 125mm thick brick work with 1st class bricks in cement morter (4:1) in groundfloor. 239 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement motera) 20 mm thick 240 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement moter, 15 mm thick 241 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 242 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(WALL)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 243 Supplying fitting and fixing 1st quality cremic tiles in wall and floors to match with the existing workmaterials(FLOOR)(b) Area of each tile above 0.09 Sq.m(i) Coloured or decorative 244 Wood work in door and window frames fine dressed fitted and fixed in position complete including a protective coat of painting at the contact surface of the framef) sissu, gammar, champ 245 Panel shutters with both side raised panels of doors and windows as per design (each panel consisting of a single plank without joint), including fitting and fixing the same in position but excluding the cost of hinges and other fittings. (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. sissu, gammar, champ 246 Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. 247 Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc. 248 M.S. clamps for fixing doors & windows framesmade of flatbent bar, end bifurcated, fixedin cement concrete with stone chips (4:2:1) fitted & fixed complete as per direction.b) 40mmx6mm above 250 mm 249 Iron butt hinge of approved quality fitted and fixed with steel screws with I S I mark100 mm x 75 mm x 3.5 mm 250 Anodised aluminium Aldrop/ Sliding of approved quality manufactured from extruded section conforming to I.S: specificatiion (I.S. 2681/66) fitted and fixed complete. (i) 250mm x 16mm dia 251 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated(iv)150mm long x 10 mm dia rod 252 Anodized aluminium D type handleof approved quality manufactured from extruded section confirming the I.S.230/72fitted & fixed complete. 150mm grip x 12 mm dia rod 253 Supplying best Indian sheet glass panes set in putty (as per I.S specification) and fitted and fixed with teak wood beads and nails complete. (In all floors for internal wall & upto 6 m height for external wall). 4 MM THICK 254 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground flooRGrills above 10 kg/m2 to 16 kg/m2 255 Supplying fitting fixing steel windows and ventilators with or without integrated grills confirming to IS 1038 - 1975 and manufactured from rolled sections confirming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etcincluding hoisting in position, straightrning if rerquired, fixing lugs in cement concrete (1:2:4) with stone chips 20mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hung shutters bars with/without fixed type ventilators. 256 Lime punning about 3 mm thick with stone lime and shell lime 257 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 258 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIc(b) Two Coats 259 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothening the surface. 260 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 261 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. (a) On timber or plastered surface : 262 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. (a) On timber or plastered surface : 263 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.(a) On timber surface : 264 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary. (a) On Steel surface : 265 Supplying fitting fixing UPVC pipes A-Type and confirming to IS:13592-1992 with all necessary clamps,nails including making hole in the wall floor etc. cutting trenches in any soil through masonry concrerte structure etc. if necessary and mending good damages including joining with jointing materials(Spun Yarn, VAlamoid/Bitumen/M-Seal etc) complete.UPVC Pipes:(ii) 100mm Dia 266 D) shoe:(ii) 110mm Dia 267 SANITARY & PLUMBING: Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground.32 mm 268 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)15 mm (b) For CONCEALED wORK 269 Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)75mm 270 Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)25mm 271 Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).32 mm 272 Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).15 mm 273 Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.20 mm 274 (d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).20 mm 275 (a) (i) Chromium plated Bib Cock short body 276 Supplying, fitting and fixing push cock of heavy quality and of approved make and brand.(a) Cast iron 15 MM 277 Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand). 278 Supplying P.V.C. water storage tank of approved make quality with closed top with lidUPTO 1000 Ltr. 279 Wash basin wite vitrous china of approved make ( without fittings) supplied, fitted and fixed in position on 75 mm x 75mm x 75mm wood blocks and cast iron brackets including two coat of painting oa C. I bracket (i) 450 x 300mm size 280 Supplying fitting fixing EWC in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.With "P" Trap 281 Supplying fitting fixing Closet seat of approved make with lid and CP hinges , rubber buffer and brass screwscompletea) EWCiv) Bestolite (solid type ) white 282 Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding "P" or "S" trap (excluding cost of concrete for fixing)."(ii) 530 mm X 410 mm 283 Supplying fitting and fixing C.I or P or S trap comforming to I.S 3989/1970 and 1729/1964 including painting the exposed surface.P trap (100 mm dia) 284 Supplying, fitting fixing soap holder.c.(a) PTMT(Prayag or equivalent) 285 Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. 286 Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass (i) 25 mm dia. and 450 mm long 287 supplying fitting and fixing flat back urinaal ( half stall urinal ) in white vetreous china ware of approved make in position with brass screwson 75 mm x 75 mm x 75mm x wooden block complete(ii) 470 mm X 280 mm X 340 mm 288 Supplying fitting fixing best quality Indian make mirror 5.5 mm thick with Silvering as per ISI specification supported on fibre glass frame of any colour, frame size 550 mmx400mm 289 Supplying fitting and fixing in position C.I manhole/ pit cover with rim.(b) Square = (i) 450 mm X 450 mm X 16 kg (approx.) 290 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. 291 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Lengthb) 110 mm 292 fittings plain teeb) 110 mm 293 Bend 45 degreeb) 110 mm 294 xi) Door Bend (T.S.) b) 110 mm 295 xvi) Pipe Clipb) 110 mm 296 xv) Vent Cowlb) 110 mm 297 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.Work above groundb) 110 mm 298 Construction of inspection pit (inside measurement 600mmx600mmx 450mm depth) as per drawing with 250mm thick brick work in cement morter (4:1) bottom of the pit consisting of 10mm thick cement concrete (1:3:6) over brick flat soling, providing channel or invert with cement concrete (1:2:4) top of the pit covered with 100mm thick RCC slab (1:2:4) and reinforcement upto 1%) having one manhole cover of approved Quality with necessary fittings, plastering with sand and cement morter (4:1) 12mm thick On entire internal surface and exposed external surface of wall, 20mm thick bottom Of pit 6mm thick on internal and external surface of the RCC slab neat cement finishing On all plastered surfaces, including earthwork in excavation and fitting the sides of the pit With earth complete in all respects with all materials and labour900x 750 x600 mm 299 Construction of Septic tankas per approved drawing and specifications including supplying fitting and fixing necessary specials and fittings such as S.W. Tees, C.I. foot rests, 560mm dia. R.C.C. manhole covers of approver quality including necessary earth work in excavation in all sorts of soils including bailing out water, and shoring etc. as necessary and refilling the sides of the tank with clear filling up the chambers with clear water after removing all foreign materials from inside the chambers and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. complete in all respects with all materials and labours( approved water proofing compound shall have to be plastering all internal surfaces of the tankB) With Bazree (N.B Varity) (Other than SAIL/TATA/RINL). 50 Users 300 Construction of circular soak well 2.50mtr. deep with dry brickwork 2.10mtr.from the bottom end and brickwork in cement mortar (4:1) in top 1.50m with 20mm cement mortar plaster (4:1) inside including filling up the inside pit 1.00metre from bottom and 30 cm thick annular space all round the full depth of the pit upto dry brick work with brick metal of sizes 5cm to 15cm (bigger size placed at of the pit covered with 10cm thick R.C.C. slab (4:2:1) with necessary reinforcements and shuttering including 6mm thick (4:1)a)With 250 mm dry brickwork and 250mm thick cement brickwork(6:1). and 1.00m inside dia 301 Ordinary Bat delivered and stacked at sith 302 Stone ballast 40 mm down of N.B variety delivered and stacked at site 303 (8)Gazeboo(5 Nos) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 304 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 305 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 306 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 307 Cost of Boulder 150 mm size delivered and stacked at site 308 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety(a) 1:3:6) 309 Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:2:4) 310 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes.ii ) River bazree (1:1.5:3) 311 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 312 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. a) In road and jhora work 313 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 314 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) .(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 315 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 316 Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr"s hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N 317 Lime punning about 3 mm thick with stone lime and shell lime 318 Applying Interior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 319 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer"s specification) including cleaning and smoothening the surface. 320 (9)3 nos of gate and front drop point ) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . a) Depth exceeding 1.50m 321 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres. a) Depth exceeding 1.50m foundation filling 1/3 of ….. 322 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 323 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. (a) Single brick flat soling (thickness 75 mm.) 324 Cost of Boulder 150 mm size delivered and stacked at site 325 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety(a) 1:3:6) 326 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 327 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor/ mild steel ( other manufacture nat specified) 328 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 329 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. with (4:1) cement motera) 20 mm thick 330 M.S or W.I ornamental grills of approved designjoint continiously welded with M.S or W.I flats and bars of window railing etc fitted and fixed with necessary screws and lugs in ground floor.Grills above 16 kg/m2 331 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative 332 Lime punning about 3 mm thick with stone lime and shell lime 333 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC (b) Two Coats 334 Protective and Decorative Acrlylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrlylic primer as required. The rate includes cost of material, labour, scaffolding and all incidential charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion 335 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.(a) On Steel surface : 336 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary. (a) On Steel surface : 337 (10)Road Cum Parking (L=300.0m, Width-6.0m)Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) Depth exceeding 1.50m 338 Earthwork in filling in foundation tenches with good earth in layers not exceeding 15 cm including watering and ramming layer by layer complete with earth obtained from excavation of foundaiton or from fresh excavation of land arranged by Deptt. within a lead of 150 metres.a) Depth exceeding 1.50m foundation filling 1/3 of ….. 339 Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal,loading into truck and cleaning the site in all respect as per direction of Engineer in charge 340 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 341 Cost of Boulder 150 mm size delivered and stacked at site 342 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes .ii ) River bazree (1:1.5:3) 343 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 344 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . 25 to 30 mm thick shuttering 345 (11)Water Reserve tank (13,000 lits) and water supply with HDPE pipe(L=450.0m):Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .a) Depth exceeding 1.50m 346 Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(a) Single brick flat soling (thickness 75 mm.) 347 Cost of Boulder 150 mm size delivered and stacked at site 348 (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety 349 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . ii ) River bazree (1:1.5:3) 350 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. i) Tor/ mild steel ( other manufacture nat specified) 351 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.a) In road and jhora work 352 Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns ,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground floor) . (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work( Add 18 for every floor) 353 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement motera) 20 mm thick 354 Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor 355 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground. 32 mm 356 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)Work above ground. 15 mm For CONCEALED work 357 Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure) (Dia) 358 B. 10 Kg / Sq.Cm. (Working Pressure) (Dia)25 mm dia 359 Labour, fitting and fixing high density polythene pipe or P.V.C. pipe for above ground including cost of joining material paints etc fitting and fixing all necessary special cutting pipe making thread, cutting holes on wall or RCC floor where necessary and mending good all damages excluding the cost of masonary. Work above ground 360 Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). 80 mm dia 361 Supplying, fitting and fixing Peet"s valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). 25mm dia 362 Hanuman Statue 363 Garden Chair 364 DUSTBIN 365 Glow Sign Board 366 Glow Sign Board… 367 Glow Sign Board
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