49 Tender for conservation and development work of Surdas Samadhi Baithak Mahaprabhuji premises and Jal Mahal in village Parasoli Govardhan, district Mathura, 1 (Dismantling work shall be undertaken in a careful manner with utmost care, minimum disturbance to prevent any damage to other parts or to the rest of the building. It should be ensured that the dismantled materials have minimal damage. The debris should be carefully sorted out as it may contain some building materials which can reused.) Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr carefully without damaging the buried architectural parts of the building and collect all the intact parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge. 2 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the areacleared. 3 Carefully dismantling brick work manually including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. (Note: 1. The quantity will be calculated by measurement of material disposed and sorted for reuse.2. Quantity and quality of modular bricks sorted for reuse should be approved by Project Manager.)In cement mortar 4 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge 5 Earth work excavation in trenches or cells (Not exceeding 1.50m in width as well as 10 sqm on plain) including dressing of all sides and ramming of bottoms and disposal of excavated earth up to a lead of 100m and lift upto 6.5m 6 Providing and laying cement concreteIn 1:3: 6 ( 1 Cement: 3coarse sand : 6 graded stone aggregate 20 mm nominal size) and curing complete, including costof form work, in foucndation and floors. 7 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 8 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, with Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 9 Providing and fixing Red sand stone flooring over 20mm (average) thick base of combination mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand), including pointing with combination mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) 50 mm thick Red sand stone 10 Providing & laying of the modular brick tile on edge flooring on 20mm thick lime concrete leveling course laid over the sub- base of 50mm thick bed of local sand evenly spread & rammed brick ballast bed 100mm thick including the filling of joints of the brick courses with lime mortar (1lime : 1surkhi : lsand). Post construction the exposed mortar joints in floors to be neatly scrapped and raked with metal brush to bring neat finish 11 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishingcomplete with base of cement mortar 1 : 4 (1 cement : 4coarse sand)25 mm thick 12 Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm. 13 Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metrebelow ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 14 Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches 15 Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. 16 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone 17 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars 18 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Circular or polygonal pillars 19 Extra for stone work ashlar sunk or moulded in cornices. 20 Providing and installation ofPbed Outdoor Plastic Dustbin of capacity 80 ltr. Cylindrical or rectangular in shape standing with stand and of different colours as per direction of Engineer in charge. 21 RCC work providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 22 Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete. 23 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.( Small Work) 24 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.(Small Work) 25 Extra for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the surf Including Supply of Labour, T&P, Roller and water sprinkler 26 Cartage of earth , ballast, Kankar Coal, grit or sand excluding loading & including unloading with 5km cartage. 27 Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. 28 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated andgroutedwithfinesand,includingnecessaryexcavation,levelling& dressing & finishing the top smooth. 29 RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work upto Plinth Level: 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size). All works upto plinth level 30 Surkuti Hall 31 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) : 3 graded stone). 32 Providing and fixing ISI marked flush door shuttrs conforming to IS : 2202 (Part-1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veenering with vertical grains or cross bands and face veneers on both faces of shutters including ISI marked stainless steel butt hinges with necessary screws, steel handles sliding bolt, door stopper and tower bolt. 35 mm thick D1 (750X2400) 33 Above plinth level upto fifth floor 34 Steel reinforcement for R.C.C. work includig straightning , Cutting, Bending, Placing in position and Binding all Complete 35 Class M150 (non Modular) brick work in1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. 36 Class-150 (non Modular) brick workbut in in1:4 cement and coarse sand mortar super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm. 37 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1cement:2 coarse sand) to match the existing floor withChlorpyriphos / lindane EC 20% with 1% concentration. 38 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:ISI marked Stainless Steel butt hinges with necessary screws ( Excluding the cost of fittings) (A) 35 mm thick 39 Same as item No-1 and Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 40 Providing and fixing 12 mm toughened glass partition with neccessary fittings and Applying clear silicon on joints complete in all respect. 41 Providing approved brand and manufacture SS304 grade H type 450 mm Pull Handle with 25.4 mm dia (SH18PSS (25.4MM)) fixed with SSscrews etc.complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 42 Providing approved brand and manufacture Centre Patch Lock with cylinder complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge 43 Providing approved brand and manufacture SS304 grade Door Stoper Mounted Half Round fixed with SS screws etc.complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge 44 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete 45 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 46 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than. grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: 250x10mm 47 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 48 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 49 P/L integral cement based water proofing treatment BRICK KOBA including preperation of surface as required treatment of roofs, consisting of following opperations. (a)-applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with waterproofing compound confirming to IS:2645 including adjoining walls upto 300mm height. (b)-laying brick bats with mortar with 50% 0f cement mortar 1:5(1cement:5coarse sand), admixed with waterproofing compound conforming to IS:2645 over 20mm thick layer of cement mortar of mix 1:5 (1cement:5coarse sand),admixed with waterproofing compound conforming to IS:2645 to required slope including rounding of junctions of wall and slab.(c)-after two days of proper curing applying a second coat of cement slurry using2.75kg/sqm of cement admixed with waterproofing compound confirming to IS:2645. (d)-finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1cement:4coarse sand), admixed with waterproofing compound conforming to IS:2645 including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300mmx300mm square 3mm deep.(e)-the whole terrace so finished shall be flooded with water for a minimum period two weeks for curing and for final be flooded with water for a mkinimum period bof two weeks for curing and for final test. with average thickness of 120mm and minimum thickness at khurrah as 65mm. 50 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 51 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 52 Providing and ficing on wall face unplasticized Rigid PVC rain water pipes confirming to IS : 13592 Typw A Inlcuding jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion (i) Singe Cocketed Pipes 110 mm Diameter 53 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth 54 15mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth 55 6mm ceiling plaster 1:3 (1 cement : 3 fine sand in F.M. not less than 1.25, 1:3 including chipping of RCC surafce before ceiling plaster. The cost of including all material, labout T&P and scaffolding etc. complete. 56 Making Grooves 10 to 12 mm wide X 8mm Deep in plaster of the wall or in ceiling vertically or horizontally as required. 57 Making drip Course in sunshade or FACIA as per direction of Engineer- In- Charge including supply of all material Labout etc. reuired for proper completion of work. 58 Providing and laying Vitrified tiles in floor with lean concrete of 600x 600mm sizes (thickness 10mm), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints complete as per direction of E/I. for 600x600 mm size 59 Black Granite flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Black Granite stone quality 60 Marble Stone flooring with 20mmthick marble stone as per sample of marble approved by Engineer- incharge over 20mm thk base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete.Fore marble White Dhugri Quality 61 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (MARBLE WORK)For Red sand stone work 62 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 63 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 64 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 65 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 66 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture 67 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 68 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 69 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone 70 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos Stainless Steel cramp 25x6 mm 30 cm long 71 Providing and fixing 10 mm thick acid and/or alkali resistanttiles 300x300 mm size of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tiles , 72 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 73 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 6mm 74 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design 75 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 76 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia 77 Providing and fixing water closet squatting pan (Europentype W.C. pan ISI mark) with seat and lid 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS :7231, with all fitting and fixtures complete, including cutting and making good the walls and floors wherever required. white vitreous china orissa pattern W.C. pan of size 580x440mm with integral type foot rests including stop cock complete in all respect. 78 Providing and fixing wash Basin (ISI mark) with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. White vitreous china chine wash Basin size (630X450) mm with single 15mm cp brass pillar tap. (item no.- 3b/24) 79 P/f flexible waste pipe 40mm dia S.I no 8 b ch-24 80 P/f 100x75mm/ 100 mm dia PVC nehani trap1369 81 P/f Stainlessb Steeljali of 100x100mm sqm / 100 mm dia ch-23/30 82 Providing & fixing P.V.C. pipe Confirming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings 110mm dia 83 90mm dia 84 Providing and fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threded fittings including fixing with clamps at 1m spacing. This includes jointing of pipes and fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases and making good the wall etc.20 mm dia (iner fitting) 85 32mm dia (outer fitting) 86 Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). S.I No 23.15 32mm dia 32mm dia 87 Providing and fixing C.P. brass bib cock of approved quality Confirming to IS 8931 :- 15mm nominal bore 88 Providing and fixing C.P. brass long nose bib cock of approved quality and Confirming to IS standerds and weighing not less than 810gms:- 15mm nominal bore 89 Providing and fixing C.P. brass stop cock (Concealed) of standerd design and of approved make confirming to IS8931:- 15mm nominal bore 90 Providing and fixing C.P. brass shower, rose with 15 or 20 mm intel: ii)50mm diametre 91 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500 x 700 mm internal dimension 45 cm deep for pipe line with one or two inlets : with common burnt clay F.P.S. (non modular bricks of class designation M-150, total weight of cover with frame to be not less than 38kg ( weight of cover 23 kg and weight of frame 15kg), RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregaet 40 mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. 92 S/F Water storage tank P.V.C syntax or equivalent make including float value, connecting Rod of brass, etc all complete. Ch.-19/2 93 P/f mirror of superior glass and of rectangle 453x357mm in size with plastic moulded frame of approved make and shade with 6mm thick hard board Backing . As item no 24.23 94 Providing and fixing C.P. brass angle valve for Basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 95 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting andmaking good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 96 Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cableinPVCconduit pipe partly concealed in the walland partly laidinslab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose/angle/batten holder on 3mm thickphenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. 97 Wiring for group controlled (looped) light point/fanpoint/exhaust fan point/ call bell point (without independentswitch etc.) with 1.5 sq. mm FRLS PVC insulated copperconductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group B 98 Wiring point for two ways light with 1.5 sq. mm. F.R. PVCinsulated multistrand single core copper conductor cable in PVC l conduitpipe partly concealed in the walland partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuitywire , GP Box andtwo number two waypiano type switches & ceiling rose / angle / batten holder on 3 mm thick phanolic laminated backelite sheet etc., complete in allrespect,as directed, including matching colour wash. 99 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 100 Wiringpointforplugwith 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable inPVCconduit partly concealed in wall and partly laid in slab alongwith the reinforcementbefore concreting, complete with14 SWG copper earth continuity wire and piano typeswitch and socket etc., complete in all respect including matching colour wash. 101 Wiring point for exhaustfan with 1.5 sq. mm.FRLSHPVC insulated multistrand single core copper conductor cable in PVCconduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , 15A piano type switch& ceiling rose on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect including matching colour wash. 102 Same asin item 148, but 25mm dia 16 SWG (1.5 mm)thick PVCconduit. 103 Same as in item 174(B) but for plug point with 5 Amp flush typeswitch and 3 pin socket and earth continuity wire of1.5 sq.mm. FRLSH PVC insulated multi strand copperconductor cable. 104 Add for light / fan points with modular type switch in place of piano type switch. 105 Add for 2 way light point with modular switches in place of piano type switches. 106 Add for plug point with modular switch & socket in place of piano type switch & socket. 107 Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch. 108 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. Telephone socket outlet 109 TV socket outlet 110 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mmX75mm) 111 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 112 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair 113 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.1 run of cable 114 Supply and wiring of submain with two number2.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wireetc, complete in all respects including matching colour wash. 115 Supply and wiring of submain withtwo number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm diaPVCconduitpartly concealedinwall andpartlylaid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour washetc. complete in all respect. 116 Supply and wiring of submain withtwo number 6 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core aluminium conductor cable in 20 mm dia heavy guage rigid steel conduitpartly concealedinwall andpartlylaid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour wash etc. completein all respect. 117 Supply and wiring of4 number 10 sq. mm. FRLSH PVCinsulated 1100 V grade multistrand single core copper conductor cable in 32 mm diaPVCconduit partly concealed in wall and partlylaidinslab alongwithreinforcementbefore concreting, with two number 10 SWG copper earth continuity wire including matching colour wash etc, complete in all respect. 118 Supply and wiring of4 number 16 sq.mm. FRLSH PVCinsulated 1100 V grade multistrand single core copper conductor cable in 40 mm dia PVCconduit partly concealedin wall andpartlylaidinslab alongwithreinforcement before concreting, withtwo number 10 SWG copper earth continuity wire including matching colour washetc, complete in all respect. 119 Supply and fixing ofrecess/ Surface/ Pendentmounting round 8 Watt LED Down Lighter having Powder coateddie cast aluminium housing withheat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 120 Supply and fixing ofrecess/ Surface/ Pendentmounting round 15 Watt LED Down Lighter having Powder coateddie cast aluminium housing withheat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 121 Supply and fixing of 36 Watt to 46 Wattindoor Recess mountingLED Square Fitting for Armstrong Ceilinghaving Powder coateddie cast aluminium housing body withextended heat sink and diffuser ofSpecial Polycarbonate meterial and driver set complete in all respect. CAT- AAA 122 Supply and fixing ofLED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fittingincluding tube on Surface complete in all respect..CAT- AAA 123 Supply and fixing ofLED Tube Light with batten suitable for up to 2 X 22 watt LED tube light fittingincluding tube on Surface complete in all respect.CAT- AAA 124 Supply and fixing ofwater tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection . complete in allrespect.CAT- AAA 125 Supply of ceiling fan with fan motor of AC permanent insulation capacitor confirming 5 star rating and IS 374/79 and also comply with IS 1709/1984 with latest amendment. The rated voltage 220/240volts 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball bearing system. BEE 5 Star rated-1200mm sweep. 126 Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. a 16 sq. mm 4 core 127 35 sq. mm 3.5 core 128 95 sq. mm 3.5 core 129 240 sq. mm 3.5 core 130 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring ofthe cable shall be properly connected with the earth as per direction of Engineer-Incharge. a 16 sq. mm 4 core 131 35 sq. mm 3.5 core 132 95 sq. mm 3.5 core 133 240 sq. mm 3.5 core 134 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge.16 sq. mm 135 35 sq. mm 136 50 sq. mm 137 120 sq. mm 138 240 sq. mm 139 Supply and burring of Safe Earthing Electrode T-19, (HotDip Galvanized), Length up to 3000mm, outer Dia 50mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipeof 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystallineconductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixtureof retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switchboard, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonryhousing.Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 140 Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect. 141 S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directedbyEngineer in charge. Cat-A 142 S & F surface/Flush mounting 4ways TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site byEngineer in charge. Cat-A 143 S & F surface/Flush mounting 8ways TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site byEngineer in charge. Cat-A 144 S & F surface/Flush mounting 6ways V TPN distribution board with additional Door without DPX3 160 MCCB complete in all respect,as directed at site byEngineer in charge. Cat-A 145 S&F of6 Amp. to 32Amp. DP MCB (10 KA) C CurveCat-A 146 S&F of 6 Amp. to 32Amp. 4 pole MCB (10 KA) C Curve Cat-A 147 S&F of 40Amp. 4 pole MCB (10 KA) C Curve Cat-A 148 S&F of 63Amp. 3 pole MCB (10 KA) C Curve Cat-A 149 S&F of 63Amp. 4 pole MCB (10 KA) C Curve Cat-A 150 S&F of 100Amp 4 pole MCCB (25 KA)Thermal Magnetic release 151 S&F of 160Amp 4 pole MCCB (25 KA)Thermal Magnetic release 152 S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve Cat-A 153 Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. 154 Supply and fixing of 16 SWG M.S. drum with luvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 155 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. 156 Supply and fixing of power plug with 20 Amp./250 voltflush type modular switch and 5 pin 20 A/250 volt flush type universal modular socketswitch on concealed M.S boxincluding supply of all material, labour T&P etc. required for proper completion of work. 157 Supply and fixing hexagonal Round G.P.fan box approved make made up of 1.0 mm thickISI Marked G.P.sheet spot welded Four to Eightholes for pipe entryof the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed. Fixing with wiring conduit laid in the R.C.C. roof before concretingalongwith supply of all material, labour, T&P etc. required for proper completion of the work. 158 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 159 Supply and fixing of electronic fan regulator( Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. 160 Supplying and installing following size of perforated paintedwith powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 300 mm width X 50 mm depth X 1.6 mm thickness 161 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 300 mm dia 162 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 200 mm dia (OD-200 mm & ID-175 mm nominal) 163 (Dismantling work shall be undertaken in a careful manner with utmost care, minimum disturbance to prevent any damage to other parts or to the rest of the building. It should be ensured that the dismantled materials have minimal damage. The debris should be carefully sorted out as it may contain some building materials which can reused.) 164 Carefully dismantling brick work manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (Note: 1. The quantity will be calculated by measurement of material disposed and sorted for reuse.2. Quantity and quality of modular bricks sorted for reuse should be approved by Project Manager.) In cement mortar 165 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 166 Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. 167 Cleaning and removal of earth, silt, sludge, kankar,boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condit/ion where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer. For depth above 7.50 m and upto 9.00 m. 168 De-vegetation from monument by removing bushes, trees including complete uprooting from the wall & roofs/structures carefully including sutaible chemical treatment to roots to avoid further growth including disposal of rubbish with in 50mtr. Lead as per direction of Engineer incharge. 169 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis., M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen, etc., complete as per directions and approval of Engineer-in-charge.Note:1. The elevational area of the scaffolding shall be measuredfor payment pupose.2. The payment will be made once only for execution of allitems for such works.3. This item to be used for maintainance work judicially,necessa 170 Providing and fixing Red sand stone flooring over 20mm(average) thick base of combination mortar 1:1:1 (1 lime : 1surkhi : 1 coarse sand), including pointing with combinationmortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand)50 mm thick Red sand stone 171 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 meter height, backing filled with grout of average 12 mm thick lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) including pointing in lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) with an admixture of pigment matching the stone shade : (To be secured to be backing and the sides by means of cramps and pins which shall be paid for seperately): Red sand stone - 40 mm thick Exposed face fine dressed with rough backing 172 Traditional brick masonry in nanak shahi or lakhori bricks in lime mortar in super structure up to floor V level in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand) 173 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With Lime mortar 1:3 (1 Lime : 3 coarse sand) 174 Applying breathable, non-reactive, antifungal, and waterrepellant Silane/ Silaxane chemical as approved byArchaeological Survey of India/ Engineer-in-charge, ofapproved brand and manufacture, diluted with solventmineral Turpentine oil in the ratio of 1:2 (One part ofapproved chemical : 12 part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). 175 (Dismantling work shall be undertaken in a careful manner with utmost care, minimum disturbance to prevent any damage to other parts or to the rest of the building. It should be ensured that the dismantled materials have minimal damage. The debris should be carefully sorted out as it may contain some building materials which can reused.) 176 Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr carefully without damaging the buried architectural parts of the building and collect all the intact parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge. 177 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the areacleared. 178 Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, including carrying and stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate crystals or with Tree killer available in market. In this condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will remove support and create voids and weaknesses in the wall. Pull off a well-established mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially on wall top, must all be anticipated as remedial work. 179 Carefully dismantling lime concrete manually and disposal of material within 50 metres lead as per direction of Engineerin charge. 180 Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. 181 Carefully dismantling doors, windows and clerestory windows(steel or wood) shutter including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metres lead : of area 3 sq. metres and below 182 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis., M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen, etc., complete as per directions and approval of Engineer-in-charge.Note:1. The elevational area of the scaffolding shall be measuredfor payment pupose.2. The payment will be made once only for execution of allitems for such works.3. This item to be used for maintainance work judicially,necessa 183 Propping with steel to support the leaned structure ( roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse ,mode of measurement( 1.the plan area of the propping shall be for payment purpose. 2. the payment will be made once only for execution of all item such work. ) 184 Providing and fixing horizontal chajja of stone 40mm thick and upto 80 cm projection in lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand), including pointing in lime mortar 1:1:1 (1 lime :1 surkhi : 1 coarse sand) with an admixture of pigmentmatching the stone shade: Red sand stone 185 Providing and fixing fine dressed sand stone Todies (Brackets) as per existing matching stone with moulding work with fine finishing, fixing in grinded lime surkhi mortar 1:2 including scaffolding, lead and lift complete in all respect. Size : 90cm x 60cm x 10cm (exposed part only) 186 Providing & fixing ashlar Rain water Spouts (3) lines dressed as per traditional practice / existing design / approved design size 60 x 30 x 25 cm, fixing the rain water spout with lime surkhi mortar 1:2, with proper slope complete in all respect. 187 Providing and fixing stone Khura in historical building (forts & palaces etc.) with approved stone, fixing of khura (ramp way) in grinded lime surkhi /sand mortar 1:2, making khura with rough chisel dressed stone size (125mm thick & 30cm in depth) of stone fixing vertically, as per direction of Engineer incharge. (khura should be non slippery surface) 188 Providing and fixing fine dressed sand stone Dasa/coping as per existing matching, fixing in grinded lime surkhi mortar 1:2 including pointing in cream and stone powder 1:1 with an admixture of pigment to match the shade of stone complete in all respect. Above 100mm to 150mm thick plain with fine dressing. 189 Making Mehrabs, Arches, pillars, highly decorative creepers, flower of small sizes etc.in lime Surkhi plaster (1:2) as per B248old traditional practices (Arches, Mehrabs) in three coats for base course and subsequent course and Loi tamping, beating till the shrinkage cracks are disappear than making ornamental flowering/design etc. The work is to done with all leads and lifts as per work of restoration nature as per Jaipur practice. 190 Making Gardana under ceiling/ chajja with katla stone and grinded Lime surkhi mortar 1:2 including moulding work and fine finishing with grinded Lime surkhi mortar 1:2 as per existing matching/ traditional practice completev in all respect;. Size 20cm X 20cm. 191 Lime concrete terracing on roofing average thickness 10 cmlaid to fall with 25 mm nominal size gauge brick ballast and50% lime mortar 1:2 (1 lime putty : 2 Surkhi) includingramming / beating and finishing with gur and belgiri treatmentincluding rounding of junctions with parapet etc. complete. 192 Providing gola 75mm x 75mm in lime concrete 1:1:2:2 (1 lime: 1 surkhi: 2 coarse sand: 2 brick aggregate 12mm to 20 mm nominal size) using methi, gur, hemp, belgiri etc. including beating and temping as per specification.in 75 x 75 mm deep chase 193 Traditional brick masonry in nanak shahi or lakhori bricks in lime mortar in super structure up to floor V level in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand) 194 Stitching of cracks in brick masonry with stone / R.C.C. lintels of size 450x200x50 mm chasing, grooving the brick masonry and inserting the stone lintel. All around the stone lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) should be properly packed upto floor V level. 195 Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. 196 Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using Methi, Gur, Hemp, Belgiri etc. including beating and temping 100 to 150mm thick as per specifications. Including dismantling of old detoriated roofing. 197 40 mm thick red oxide and flooring under layer of 30mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer of 10mm thick plaster of cement red oxide mix using 3.5 kg of red oxide of iron per 50 kg of cement 1:3 (1 cement : 3 coarse sand) finished with a floating coat of cement red oxide mix of same proportion 198 Applying breathable, non-reactive, antifungal, and waterrepellant Silane/ Silaxane chemical as approved byArchaeological Survey of India/ Engineer-in-charge, ofapproved brand and manufacture, diluted with solventmineral Turpentine oil in the ratio of 1:2 (One part ofapproved chemical : 12 part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). 199 20mm thick lime plaster of mix in two layers. Under layer12mm thick finished with a top layer 8 mm thick.1:1:1 (1 lime putty : 1 surkhi : 1 fine sand) 200 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder)grinding mortar with grinding mill/manually (on lime surkhi/sand plaster base) on decorative/ornamental lime plaster in two coats.First coat applying 3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after 7days of previous coat as per traditional practice.(thickness not more than 6 mm.) 201 Providing & applying Lime kara on stone work only having carving stone work /decorative stone work (stone pillers,stone arches, railing etc.) as per traditional practice,as per specifications with grinded mortar in two coats with finishing complete in all respect. 202 Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime 203 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid forseparately). Second class teak wood 204 Providing and fixing panelled or panelled and glazed shuttersfor doors, windows and clerestory windows fixing with butthinges of required size with necessary screws, excludingpanelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges andnecessary screws shall be paid separately) Second class teak wood- 35 mm thick shutters 205 Conservation of fresco paintings in monuments by cleaning of the painted surface from all types of stains, dust, dirt, greasy & oily accretions etc. with the help of suitable chemicals, removal of cracks, consolidation of flaking paint layer and plaster, filling of the lacunae in the plaster, treatment of salt effect and altered paint layer retouching of the lost portions and providing a preservative coating. 206 Exposition of the original surface of fresco paintings/temprapaintings by careful removal of upper coating ofwhitewash/paint/distemper/plaster, araish etc. without any harm to the original hidden art work, conservation of the paintings & strengthen the original art work with the preservative coating and making it water proof as per direction of the Chemist-in-charge. 207 Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cablein conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sq. mm.FRLSH PVC insulatedmultistrandcopperconductorcable asearthwire drawninside the conduit.,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thickphenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. 208 Add for light / fan points with modular type switch in place of piano type switch. 209 Supply and fixing of recess/Surface/Pendentmounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing withheat sink, diffuser/ Reflectorand driver set complete in all respect.CAT-AAA 210 (Dismantling work shall be undertaken in a careful manner with utmost care, minimum disturbance to prevent any damage to other parts or to the rest of the building. It should be ensured that the dismantled materials have minimal damage. The debris should be carefully sorted out as it may contain some building materials which can reused.)2133023.1 211 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the areacleared. 212 Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, including carrying and stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate crystals or with Tree killer available in market. In this condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will remove support and create voids and weaknesses in the wall. Pull off a well-established mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially on wall top, must all be anticipated as remedial work. 213 Carefully dismantling lime concrete manually and disposal of material within 50 metres lead as per direction of Engineerin charge. 214 Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead 215 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis., M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen, etc., complete as per directions and approval of Engineer-in-charge.Note:1. The elevational area of the scaffolding shall be measuredfor payment pupose.2. The payment will be made once only for execution of allitems for such works.3. This item to be used for maintainance work judicially,necessa 216 Propping with steel to support the leaned structure ( roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse ,mode of measurement( 1.the plan area of the propping shall be for payment purpose. 2. the payment will be made once only for execution of all item such work. ) 217 Providing and fixing horizontal chajja of stone 40mm thick and upto 80 cm projection in lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand), including pointing in lime mortar 1:1:1 (1 lime :1 surkhi : 1 coarse sand) with an admixture of pigmentmatching the stone shade: Red sand stone 218 Providing & fixing ashlar Rain water Spouts (3) lines dressed as per traditional practice / existing design / approved design size 60 x 30 x 25 cm, fixing the rain water spout with lime surkhi mortar 1:2, with proper slope complete in all respect. 219 Providing and fixing stone Khura in historical building (forts & palaces etc.) with approved stone, fixing of khura (ramp way) in grinded lime surkhi /sand mortar 1:2, making khura with rough chisel dressed stone size (125mm thick & 30cm in depth) of stone fixing vertically, as per direction of Engineer incharge. (khura should be non slippery surface) 220 Providing and fixing fine dressed sand stone Dasa/coping as per existing matching, fixing in grinded lime surkhi mortar 1:2 including pointing in cream and stone powder 1:1 with an admixture of pigment to match the shade of stone complete in all respect. Above 100mm to 150mm thick plain with fine dressing. 221 Making Mehrabs, Arches, pillars, highly decorative creepers, flowerof small sizes etc.in lime Surkhi plaster (1:2) as per B248old traditional practices (Arches, Mehrabs) in three coats for base course and subsequent course and Loi tamping, beating till the shrinkage cracks are disappear than making ornamental flowering/design etc. The work is to done with all leads and lifts as per work of restoration nature as per Jaipur practice. 222 Making Gardana under ceiling/ chajja with katla stone and grinded Lime surkhi mortar 1:2 including moulding work and fine finishing with grinded Lime surkhi mortar 1:2 as per existing matching/ traditional practice completev in all respect;. Size 20cm X 20cm. 223 Lime concrete terracing on roofing average thickness 10 cm laid to fall with 25 mm nominalsize gauge brick ballast and 50% lime mortar 1:2 (1 lime putty : 2 Surkhi) including ramming / beating and finishing with gur and belgiri treatment including rounding of junctions with parapet etc. complete. 224 Providing gola 75mm x 75mm in lime concrete 1:1:2:2 (1 lime: 1 surkhi: 2 coarse sand: 2 brick aggregate 12mm to 20 mm nominal size) using methi, gur, hemp, belgiri etc. including beating and temping as per specification.in 75 x 75 mm deep chase 225 Restoration and repairs of Lakhori/country brick masonry of Walls, as per original,in lime mortar 1:3 (1 Lime : 1 Sand: 1 Flyash/Khakha: 1 brick zira + Surkhi aggregate) (surkhi aggregate to be hand mixed after the mortar is prepared in lime chakki); including addition of appropriate additives like finely chopped jute (sunn) to match the composition, colour and texture of historic mortar; mortar to be applied up to desired thickness, properly filled and compacted with appropriate tools to fill and cover the opened joints, as per original historic course, as per direction ofProject Manager including all material, labour, T & P, tools and scaffolding, complete in all respects. The dismantled old bricks to be scraped, cleaned & reused wherever possible. If required new bricks to be used. The wetted bricks shall be kept on a clean wooden platform to avoid earth being smeared on them.Every brick shall be carefully fitted to the adjacent masonry so as to form neat and close joints.The joints shall be staggered. Chips of bricks may be used wherever necessary to avoid thick mortar beds or joints and hollow spaces. The course shall be truly horizontal and the work strictly in plumb. The mortar shall be removed from the brick faces after the work is completed. The joints should be raked to provide for key to plaster. All brickwork shall be maintained wet for a minimum period of 10 days. 226 Stitching of cracks in brick masonry with stone / R.C.C. lintels of size 450x200x50 mm chasing, grooving the brick masonry and inserting the stone lintel. All around the stone lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) should be properly packed upto floor V level. 227 Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. 228 Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using Methi, Gur, Hemp, Belgiri etc. including beating and temping 100 to 150mm thick as per specifications. Including dismantling of old detoriated roofing. 229 40 mm thick red oxide and flooring under layer of 30mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer of 10mm thick plaster of cement red oxide mix using 3.5 kg of red oxide of iron per 50 kg of cement 1:3 (1 cement : 3 coarse sand) finished with a floating coat of cement red oxide mix of same proportion 230 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Silaxane chemical as approved byArchaeological Survey of India/ Engineer-in-charge, ofapproved brand and manufacture, diluted with solventmineral Turpentine oil in the ratio of 1:2 (One part ofapproved chemical : 12 part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). 231 20mm thick lime plaster of mix in two layers. Under layer12mm thick finished with a top layer 8 mm thick.1:1:1 (1 lime putty : 1 surkhi : 1 fine sand) 232 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder)grinding mortar with grinding mill/manually (on lime surkhi/sand plaster base) on decorative/ornamental lime plaster in two coats.First coat applying 3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after 7days of previous coat as per traditional practice.(thickness not more than 6 mm.) 233 Providing & applying Lime kara on stone work only having carving stone work /decorative stone work (stone pillers,stone arches, railing etc.) as per traditional practice,as per specifications with grinded mortar in two coats with finishing complete in all respect. 234 Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime 235 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 236 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood- 35 mm thick shutters 237 (Dismantling work shall be undertaken in a careful manner with utmost care, minimum disturbance to prevent any damage to other parts or to the rest of the building. It should be ensured that the dismantled materials have minimal damage. The debris should be carefully sorted out as it may contain some building materials which can reused.) 238 Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, including carrying and stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate crystals or with Tree killer available in market. In this condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will remove support and create voids and weaknesses in the wall. Pull off a well-established mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially on wall top, must all be anticipated as remedial work. 239 Providing and fixing double scaffolding system (cup lock type)on the exterior side of building/ structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis., M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen, etc., complete as per directions and approval of Engineer-in-charge.Note:1. The elevational area of the scaffolding shall be measuredfor payment pupose.2. The payment will be made once only for execution of allitems for such works.3. This item to be used for maintainance work judicially,necessa 240 Propping with steel to support the leaned structure ( roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse ,mode of measurement( 1.the plan area of the propping shall be for payment purpose. 2. the payment will be made once only for execution of all item such work. ) 241 Carefully dismantling lime concrete manually and disposal of material within 50 metres lead as per direction of Engineerin charge. 242 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lea 243 Carefully dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area 3 sq. metres and below 244 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 245 Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. 246 Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condit/ion where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access fordisposal and dressing disposal side as per the directed of theEngineer. For depth above 7.50 m and upto 9.00 m. 247 Providing and fixing Red sand stone flooring over 20mm(average) thick base of combination mortar 1:1:1 (1 lime :1surkhi: 1coarse sand), including pointing with combinationmortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand)50 mm thick Red sand stone 248 Providing and laying lime concrete in foundation, footings,bases of columns etc.of specified grade excluding cost ofcentering and shuttering.With brick aggregate 20mm nominal size and 40% mortarcomprising of (1 lime putty : 1 surkhi: 1 coarse sand) 249 Lime concrete terracing on roofing average thickness 10 cmlaid to fall with 25 mm nominal size gauge brick ballast and50% lime mortar 1:2 (1 lime putty : 2 Surkhi) includingramming / beating and finishing with gur and belgiri treatmentincluding rounding of junctions with parapet etc. complete. 250 Providing gola 75mm x 75mm in lime concrete 1:1:2:2 (1 lime: 1 surkhi: 2 coarse sand: 2 brick aggregate 12mm to 20 mm nominal size) using methi, gur, hemp, belgiri etc. including beating and temping as per specification.in 75 x 75 mm deep chase 251 Traditional brick masonry in nanak shahi or lakhori bricks inlime mortar in super structure up to floor V level in limemortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand) 252 Stitching of cracks in brick masonry with stone / R.C.C. lintels of size 450x200x50 mm chasing, grooving the brick masonry and inserting the stone lintel. All around the stone lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) should be properly packed upto floor V level. 253 Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. 254 20mm thick lime plaster of mix in two layers. Under layer12mm thick finished with a top layer 8 mm thick.1:1:1 (1 lime putty : 1 surkhi : 1 fine sand) 255 Add extra over above item for Lime plaster work done over ceiling and curved surfaces (including valults, arches, domes, etc.) : 11% Extra of the 6.1.2. 256 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mm thick and curing properly at least 7 days, second finishing coat done after 7 days of previous coat as per traditional practice.(thickness not more than 6 mm.) 257 Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime 258 Polishing on wood work with ready mixed wax polish of approved brand and manufacture :New Work 259 Providing and applying two or more coats of good quality oil type wood preservatives, anti termite treatment over wood work. (Turpentine oil) 260 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood 261 Providing and fixing panelled or panelled and glazed shuttersfor doors, windows and clerestory windows fixing with butthinges of required size with necessary screws, excludingpanelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges andnecessary screws shall be paid separately) Second class teak wood- a 35 mm thick shutters 262 30 mm thick shutters 263 Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cablein conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sq. mm.FRLSH PVC insulatedmultistrandcopperconductorcable asearthwire drawninside the conduit.,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thickphenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. 264 Add for light / fan points with modular type switch in place of piano type switch. 265 Supply and fixing of recess/Surface/Pendentmounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing withheat sink, diffuser/ Reflectorand driver set complete in all respect. CAT-AAA 266 Less 5% as per Govt. Approoval
