Tender For Work Of Strengthening And Beautification Of Honorable Mayors Camp Office. - RCC DEMOLITION:Dismantiling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60m. 3 SITE CLEANING:Clearing Jungle including up rooting of rank vegetation grass, bush, wood, trees and sapling of Girth upto 30 cm measured at a height of 1mt. Above ground level and removal of Rubbish upto a distance of 50rmt. Outside the periphery of area Cleare. 4 EXCAVATION:Excavation in Foundation in ordinary soil (Loam, clay or Sand) including, Lift upto 1.50M, and lead upto 30m and including filling watering and ramming of excavated earth into the tranches or into the space between the building and 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 tenches. (Where machine can not reach/Move). For building work only. 5 SAND AND EARTH FILLING: Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. From the site of work & including watering, dressing etc. Rate including cost of all materials, labour and T&P etc. required for proper completion of work. (Including Royalty) 6 ORDINARY SOIL FILLING: Ordinary Soil & Cartage of Excavation earth fromdistance of 5km.(Analysis of 5.0 km carted earth) 7 ANTITERMITE TREATMENT:Providing and injecting chemical emulsion for preconstruction antitermite treatment and creating and chemical barrier under and around the columns pit, wall trenches basement excavation top surface if plinth filling junction of wall and floor along the external per meter of building expension joints surrounding of pipes and conduit etc. complete (Plinth area of the builling at ground floor only shall be measured as per I.S.6313(part ii 1981). Aldrine emulsificable concentrate of any other approved material such as hepthachlor or chlordance will be used . The rates of application of chemical emulsion shall be as follows.a) Treatment for masonary and foundation 6 Literper Sqmb) Back fill in immediate contact with foundation 7.5Liter/sqm.c) Treatment of top surface of plinth filling 6Liters/Sqm.d) Treatment junction of wall and floor 7.5Liter/Sqmte) Treatment junction of soil along externalperimeter of building 7.5 Liter/sqmf) Treatment of soil under apron along externalperimeter 6 Liter/ sqm. 8 Damp Proofing Coarse:2.5cm Thick and cement Concrete consisting of 1 part cement and 1/2 part approve Coarse sand and three parts approved 13mm(1/2inch) graded stone grit and including water proofing material as ordered by the engineer-in-charge in the proportion as specified by the manufacturer. 9 PCC Work:Cement concrete with 4cm gauge approved stone, ballast approved coarse sand cement in the proportion of 1:4:8 including supply of all material , labour and T&P etc. required for proper completion of the work. 10 R.C.C In Sub Structure:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /PortlandSlag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum RATE= (DSR Rate x 0.735x109/107) = 9504.75 x 0.735x109/107 11 R.C.C Work in Super Structure:Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforcedcement concrete work; using coarse aggregate andfine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /PortlandSlag cement, admixtures in recommendedproportions as per IS: 9103 to accelerate / retardsetting of concrete, to improve durability andworkability without impairing strength; includingpumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost ofcentering, shuttering, finishing and reinforcement asper direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimumspecified cement content in design mix shall bepayable separately. In case the cement content indesign mix is more than 1.10 times of the specifiedminimum cement content, the contractor shall havediscretion to either re-design the mix or bear thecost of extra cement.5.33.2 All works above plinth level upto floor V level5.33.2.1 Concrete of M25 grade with minimumcement content of 330 kg /cumRATE= (DSR Rate x 0.735x109/107)= 9860.40 x 0.735x109/107 12 Add Extra for CementRATE= (DSR Rate x 0.735x109/107)= 733.50 x 0.735x109/107 13 Mild Steel Work:Mild Steel or TMT Bars (Fe-500 D grade or Higher)or HYSD Bars or Iron in plain work such asReinforced concrete or Reinforced brick work (whennot included in an over all rate ) brough to requiredshape as necessary including bending for propercompletion of the work and including supply of allsteel. 14 Brick Work in Foundation:1st class brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply ofmaterials , labour and T&P etc. required for propercompletion of work. SUB STRUCTURE 15 230THK Brick Work in Super Structure :1st class brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply ofmaterials , labour and T&P etc. required for propercompletion of work but for wall of one brick thick.Add for extra labour for SUPER STRUCTURE 16 Half Brickwork in Super Structure :1st class brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply ofmaterials , labour and T&P etc. required for propercompletion of work but for wall of half brick thick. 17 Plaster on Internal Wall:12 mm cement plaster with 1:5 (1 cement: 5 coarsesand) 18 Plaster on External Side:12 mm cement plaster with 1:4 (1 cement: 4 finesand of 1.25 F.M. Mortar). Add for extra labour andmaterial for plaster over rough face of one brickwalls. 19 Grooves:Forming Grooves of Uniform size from 12x12 andupto 25x15 in plastered surface as per approvedpattern using wooden battens nailed to the underlayer including removal of wooden battens, repair tothe edges of plaster panel and finishing the groovecomplition as per specification and direction ofEngineer-in-Charge. 20 Putty Work:Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface toprepare the surface even and smooth complete.RATE= (DSR Rate x 0.735x109/107)= 156.05 x 0.735x109/107 21 Punning Work:Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare thesurface even and smooth complete.RATE= (DSR Rate x 0.735x109/107)= 262.70 x 0.735x109/107 22 Acrylic distemper:Distempering with 1st quality acrylic distemper(ready mixed) having VOC content less than 50gram/litre, of approved manufacturer and ofrequired shade and colour all complete to achieveeven shade and colour :New work (two or morecoats) over and including water thinnable primingcoat with cement primer having VOC content lessthan 50 gram/litreRATE= (DSR Rate x 0.735x109/107)= 185.65 x 0.735x109/107 23 Exterior paint:New work (Two or more coat applied @ 1.67 ltr/10sqm over and including base coat of water proofingcement paint applied @ 2.20 kg/ 10 sqm). 24 Italian Marble Flooring:Providing and laying machine cut, mirror polished Marble stone flooring,in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of differentcolours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement slurry admixed with pigment to match the marble shade, including rubbing, curing and polishing etc.all complete as specified and as directed by the Engineer-in-Charge. 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc RATE= (DSR Rate x 0.735x109/107) = 6927.35 x 0.735*109/107 25 Italian Marble Skirting:Providing and fixing machine cut, mirror/ eggshell polished, Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm induding pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. RATE= (DSR Rate x 0.735x109/107) = 10414.8 x 0.735x109/107 26 Moulding work :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. 8.3.1- Marble Work. RATE= (DSR Rate x 0.735x109/107) = 298.60 x 0.735x109/107 27 Floor Tiles:Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS: 15622, of approved make, in allcolours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.: Size of Tile 600x600 mmRATE= (DSR Rate x 0.735x109/107) = 1553.45 x 0.735x109/107 28 Wall Tiles:Providing and fixing Ist quality polished Digital vitrified wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.Size of tile 120 x 240 cmRATE= (DSR Rate x 0.735x109/107) = 4998.38 x 0.735x109/107 29 Wall Tiles in Dress:Providing and fixing Ist quality ceramic glazed walltiles conforming to IS: 15622 (thickness to bespecified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottlegreen, black of any size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing withgrey cement slurry @ 3.3kg per sqm, includingpointing in white cement mixed with pigment ofmatching shade complete.(Rates Without Gst and labour Cess)RATE= (DSR Rate x 0.735x109/107)= 1267.95 x 0.735x109/107 30 Upvc Windows:Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). RATE= (DSR Rate x 0.735x109/107) = 10874.20 x 0.735x109/107 31 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a)- 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws RATE= (DSR Rate x 0.735x109/107) = 3473.85 x 0.735x109/107 32 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 9.22.1 On one side only RATE= (DSR Rate x 0.735x109/107) = 478 x 0.735x109/107 33 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). RATE= (DSR Rate x 0.735x109/107) = 462.35 x 0.735x109/107 34 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 9.25.1 Decorative type door RATE= (DSR Rate x 0.735x109/107) = 405.45 x 0.735x109/107 35 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). RATE= (DSR Rate x 0.735x109/107) = 106.70x0.735x109/107 36 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. RATE= (DSR Rate x 0.735x109/107) = 983.15x0.735x109/107 37 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. 21.12.3: Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar RATE= (DSR Rate x 0.735x109/107) = 645.30x0.735x109/107 38 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. RATE= (DSR Rate x 0.735x109/107) = 528.85x0.735x109/107 39 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and boltscomplete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). RATE= (DSR Rate x 0.735x109/107) = 772.40x0.735x109/107 40 Brick Coba:PROVIDING AND LAYING Brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compond spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x30cm and side wall parapet shall be rounded by brick ballast cement and coarse sand masonary Coba with acetic water proofing compound @ 2% by weight & including S/o all material , labour T&P etc, complete for proper completion of work. 41 SS Grill Work for Window:Providing and fixing stainless steel ( Grade 304)railing made of Hollow tubes, channels, plates etc.,including welding, grinding, buffing, polishing andmaking curvature (wherever required) and fitting thesame with necessary stainless steel nuts and boltscomplete, i/c fixing the railing with necessaryaccessories & stainless steel dash fasteners ,stainless steel bolts etc., of required size, on the topof the floor or the side of waist slab with suitablearrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steelmembersshall be considered excluding fixingaccessories such as nuts, bolts,fasteners etc.).RATE= (DSR Rate x 0.735x109/107)= 772.40 x 0.735x109/107 42 WATER PROOFING:Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). (Rates Without Gst and labour Cess) RATE= (DSR Rate x 0.735x109/107) = 769.60 x 0.735x109/107 43 FORM WORK:Centering and shuttering including strutting,propping etc. and removal of form for 44 Foundations, footings, bases of columns, etc. formass concreteRATE= (DSR Rate x 0.735x109/107)= 392.15 x 0.735x109/107 45 Columns, Pillars, Piers, Abutments, Posts andStrutsRATE= (DSR Rate x 0.735x109/107)= 961.30 x 0.735x109/107 46 Stairs, (excluding landings) except spiral-staircasesRATE= (DSR Rate x 0.735x109/107)= 764.95 x 0.735x109/107 47 Small lintels not exceeding 1.5 m clear span,moulding as in cornices, window sills, stringcourses, bands, copings, bed plates, anchor blocksand the likeRATE= (DSR Rate x 0.735x109/107)= 392.15 x 0.735x109/107 48 Cornices and mouldingsRATE= (DSR Rate x 0.735x109/107)= 856.80 x 0.735x109/107 49 Weather shade, Chajjas, corbels etc., includingedgesRATE= (DSR Rate x 0.735x109/107)= 951.10 x 0.735x109/107 50 Suspended floors, roofs, landings, balconies andaccess platform with water proof ply 12 mm thickRATE= (DSR Rate x 0.735x109/107)= 1028.40 x 0.735x109/107 51 Lintels, beams, plinth beams, girders, bressumersand cantilevers with water proof ply 12 mm thickRATE= (DSR Rate x 0.735x109/107)= 841.95 x 0.735x109/107 52 POP FALSE CEILING:Providing 10 mm thick plaster of Paris (gypsumanhydrous) ceiling up to a height of 5 m above floorlevel, over first class kail wood strips 25x6 mm with10 mm gap in between and reinforced with rabbitwire mesh fixed to wooden frame (frame work to bepaid separately):Flat surfacesRATE= (DSR Rate x 0.735x109/107)= 1718.95 x 0.735x109/107 53 POP FALSE CEILING EXTRA FOR RAISEDMOULDING:Extra for sunk or raised mouldings in the plaster ofParis (Gypsum anhydrous) ceiling.RATE= (DSR Rate x 0.735x109/107)= 607.45 x 0.735x109/107 54 TOILET PARTITIONS:Providing and fixing 12mm thick framelesstoughened glass door shutter of approved brandand manufacture, including providing and fixing top& bottom pivot & double acting hydraulic floor springtype fixing arrangement and making necessaryholes etc. for fixing required door fittings, allcomplete as per direction of Engineer in charge(Door handle, lock and stopper etc. to be paidseparately)RATE= (DSR Rate x 0.735x109/107)= 5325.90 x 0.735x109/107 55 VRV SystemSupplying, installation, testing and commissioning ofVRV/VRF system including indoor/outdoor units,piping, electrical power distribution/wiring, electricalpanel, treated fresh air system etc.RATE= (DSR Rate x 0.735x109/107)= 58480x0.735x109/107 56 SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM:Supplying, installation, testing and commissioningof grid interactive roof top solar photo voltaic powergeneration system including space frameRATE= (DSR Rate x 0.735x109/107)= 58480x0.735x109/107 57 SOLAR WATER HEATING SYSTEMCPWD PlinthAreaRate_2023_Item No. 6.9.1Supplying, installation, testing and commissioningof solar water heating system with heat exchangertype including electrical heater backup, makeup water tank but without piping - 100 litrescapacityRATE= (DSR Rate x 0.735x109/107)= 23920x0.735x109/107 Rate=23920x(0.735x109/107) = 17909.82 for 100Liter = 179.0982 for 1 liter 58 Miscellaneous 2% 59 PROPOSED BUILDING ESTIMATE OF SITE DEVELOPMENT SITE DEVELOPMENT(servent Room, Services room, Guard room andBoundary wall) 60 EXCAVATION:Excavation in foudation in ordinary soil(Loam,clayor Sand) including, Lift upto 1.50M, and lead upto30m and including filling watering and ramming ofexcavated earth into the tranches or into the spacebetween the building and sides of foundationtrenches or into the plinth and removal and disposalof surplus earth as directed by the engineer-inchargeupto a distance of 30M from the foundationtenches. (Where machine can not reach/Move). Forbuilding work Only. 61 SAND AND EARTH FILLING:Sand filling in plinth including supply of necessaryquantity of sand from a distance not exceeding8km., from the site of work & including watering ,dressing etc. Rate includes cost of all materials ,labour and T&P etc. required for proper completionof work. (Including Royalty) 62 ANTITERMITE TREATMENT:Providing and injecting chemical emulsion forpreconstruction antitermite treatment and creatingand chemical barrier under and around the columnspit, wall trenches basement excavation top surfaceif plinth filling junction of wall and floor along theexternal per meter of building expension jointssurrounding of pipes and conduit etc. complete(Plinth area of the builling at ground floor only shallbe measured as per I.S.6313(part ii 1981). Aldrineemulsificable concentrate of any other approvedmaterial such as hepthachlor or chlordance will beused . The rates of application of chemicalemulsion shall be as follows.a) Treatment for masonary and foundation 6 Literper Sqmb) Back fill in immediate contact with foundation 7.5Liter/sqm.c) Treatment of top surface of plinth filling 6Liters/Sqm.d) Treatment junction of wall and floor 7.5Liter/Sqmte) Treatment junction of soil along externalperimeter of building 7.5 Liter/sqmf) Treatment of soil under apron along externalperimeter 6 Liter/ sqm. 63 Damp Proofing Coarse:2.5cm Thick and cement Concrete consisting of 1part cement and 1/2 part approve Coarse sand andthree parts approved 13mm(1/2inch) graded stonegrit and including water proofing material asordered by the engineer-in-charge in the proportionas specified by the manufacturer 64 PCC Work:Cement concrete with 4cm gauge approved stone,ballast approved coarse sand cement in theproportion of 1:4:8 including supply of all material ,labour and T&P etc. required for proper completionof the work. 65 R.C.C In Sub Structure:Providing and laying in position ready mixed or sitebatched design mix cement concrete for reinforcedcement concrete work; using coarse aggregate andfine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /PortlandSlag cement, admixtures in recommendedproportions as per IS: 9103 to accelerate / retardsetting of concrete, to improve durability andworkability without impairing strength; includingpumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost ofcentering, shuttering, finishing and reinforcement asper direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimumspecified cement content in design mix shall bepayable separately. In case the cement content indesign mix is more than 1.10 times of the specifiedminimum cement content, the contractor shall havediscretion to either re-design the mix or bear thecost of extra cement.5.33.1 All works upto plinth level5.33.1.1 Concrete of M25 grade with minimumcement content of 330 kg /cumRATE= (DSR Rate x 0.735x109/107)= 9504.75 x 0.735x109/107 66 R.C.C Work in Super Structure:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum RATE= (DSR Rate x 0.735x109/107) = 9860.40x0.735x109/107 67 Add Extra for CementRATE= (DSR Rate x 0.735x109/107) = 733.50x0.735x109/107 68 Mild Steel Work:Mild Steel or TMT Bars (Fe-500 D grade or Higher) or HYSD Bars or Iron in plain work such as Reinforced concrete or Reinforced brick work (when not included in an over all rate ) brough to required shape as necessary including bending for proper completion of the work and including supply of all steel. 69 Brick Work in Foundation:1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work. SUB STRUCTURE 70 230THK Brick Work in Super Structure :1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work but for wall of one brick thick. Add for extra labour for SUPER STRUCTURE 71 Half Brickwork in Super Structure :1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work but for wall of half brick thick. 72 Plaster on Internal Wall:12 mm cement plaster with 1:5 (1 cement: 5 coarse sand) 73 Plaster on External Side:12 mm cement plaster with 1:4 (1 cement: 4 fine sand of 1.25 F.M. Mortar). Add for extra labour and material for plaster over rough face of one brick walls. 74 Grooves:Forming Grooves of Uniform size from 12x12 and upto 25x15 in plastered surface as per approved pattern using wooden battens nailed to the under layer including removal of wooden battens, repair to the edges of plaster panel and finishing the groove complition as per specification and direction of Engineer-in-Charge. 75 Plaster on Ceiling:12mm thickplaster with cement and coarse sand of 2.20 F.M.in (1:6) labour far taking and washing.over brick work minium thickness not to be less then 10.00mmthick.including supply of all materials labour T&P etc.Required for proper completion of the work. RATE= (DSR Rate x 0.735x109/107) = (343.65 x 0.735x109/107)+20 76 Putty Work: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. RATE= (DSR Rate x 0.735x109/107) = 156.05 x 0.735x109/107 77 Punning Work:Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. RATE= (DSR Rate x 0.735x109/107) = 262.70 x 0.735x109/107 78 Acrylic distemper:Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre RATE= (DSR Rate x 0.735x109/107) = 185.65 x 0.735x109/107 79 Exterior paint:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 80 Floor Tiles:Providing and laying vitrified floor tiles in differentsizes (thickness to bespecified by the manufacturer)with water absorption less than 0.08%andconforming to IS: 15622, of approved make, in allcolours and shades,laid on 20mm thick cementmortar 1:4 (1 cement : 4 coarse sand),jointing withgrey cement slurry @ 3.3 kg/ sqm includinggrouting the joints with white cement and matchingpigments etc., complete.: Size of Tile 600x600 mmRATE= (DSR Rate x 0.735x109/107)= 1553.45 x 0.735x109/107 81 Wall Tiles:Providing and fixing Ist quality polished Digital vitrified wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.Size of tile 120 x 240 cmRATE= (DSR Rate x 0.735x109/107) = 4998.38 x 0.735x109/107 82 Door Frame:Providing and fixing factory made uPVC door framemade of Upvc extruded sections having an overalldimension as below (tolerance ±1mm), with wallthickness 2.0 mm (± 0.2 mm), corners of the doorframe to be Jointed with galvanized brackets andstainless steel screws, joints mitred and Plasticwelded. The hinge side vertical of the framesreinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1mm) wall thickness and 3 nos.stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction ofEngineer-in-charge9.117.2 - Extruded section profile size 42x50 mmRATE= (DSR Rate x 0.735x109/107)= 331.35x0.735x109/107 83 Upvc Windows:Three track three panels sliding window with flyproof SS wire mesh (Two nos. glazed & one no.wire mesh panels) made of (small series) frame 92x 44 mm & sash 32 x 60 mm both having wallthickness of 1.9 ± 0.2 mm and single glazing beadof appropriate dimension (Area of window upto 1.75sqm).RATE= (DSR Rate x 0.735x109/107)= 10874.20 x 0.735x109/107 84 Providing and fixing ISI marked flush door shuttersconforming to IS : 2202 (Part I) decorative type,core of block board construction with frame of 1stclass hard wood and well matched teak 3 plyveneering with vertical grains or cross bands andface veneers on both faces of shutters.a)- 35 mm thick including ISI marked StainlessSteel butt hinges with necessary screwsRATE= (DSR Rate x 0.735x109/107)= 3473.85 x 0.735x109/107 85 Extra for Providing and fixing flush doors withdecorative veneering instead of non decorative ISImarked flush door shutters conforming to IS: 2202(Part I) 9.22.1 On one side onlyRATE= (DSR Rate x 0.735x109/107)= 478 x 0.735x109/107 86 Extra for providing lipping with 2nd class teak woodbattens 25 mm minimum depth on all edges of flushdoor shutters (over all area of door shutter to bemeasured). RATE= (DSR Rate x 0.735x109/107)= 462.35 x 0.735x109/107 87 Extra if louvers (not exceeding 0.2 sqm) areprovided in flush door shutters (overall area of doorshutters to be measured).9.25.1 Decorative type doorRATE= (DSR Rate x 0.735x109/107)= 405.45 x 0.735x109/107 88 Extra for cutting rebate in flush door shutters (Totalarea of the shutter to be measured).RATE= (DSR Rate x 0.735x109/107)= 106.70x0.735x109/107 89 Providing and fixing aluminium extruded sectionbody tubular type universal hydraulic door closer(having brand logo with ISi, IS : 3564, embossed onthe body, door weight upto 36 kg to 80 kg and doorwidth from 701 mm to 1000 mm), with doublespeed adjustment with necessary accessories andscrews etc. complete.RATE= (DSR Rate x 0.735x109/107)= 983.15x0.735x109/107 90 Providing and fixing aluminium tubular handle bar32 mm outer dia, 3.0 mm thick & 2100 mm longwith SS screws etc .complete as per direction ofEngineer-in-Charge.21.12.3: Polyester powder coated minimumthickness 50 micron aluminium tubular handle barRATE= (DSR Rate x 0.735x109/107)= 645.30x0.735x109/107 91 Providing and fixing Brass 100mm mortice latchand lock with 6 levers without pair of handles (bestmake of approved quality) for aluminium doorsincluding necessary cutting and making good etc.complete.RATE= (DSR Rate x 0.735x109/107)= 528.85x0.735x109/107 92 Brick Coba:PROVIDING AND LAYING Brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compond spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x30cm and side wall parapet shall be rounded by brick ballast cement and coarse sand masonary Coba with acetic water proofing compound @ 2% by weight & including S/o all material , labour T&P etc, complete for proper completion of work. 93 Paint on MS GRILL WORK FOR WINDOW:Apply primer coat and two coats of superior synthetic enamel paint of standard make brushing to give an even shade and finished and including cleaning the surface all dirt dust and other forein matter sand paparing and stripping including cost matter and scoured with wire brushes fine steel /wood scrappers sand papering and knotting including coats of all and supply of all material labour and T&P etc. required for proper completion of work. 94 MS Grill Work for Window:Mild Steel or iron work of small size and section such as holding down bolts, hold fast, tie roads , gratings etc wrough to required form including of supply of steel, bolts, nuts and wastage and fixing of fabrication of grill and staircase railing. 95 WATER PROOFING:Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrdcourse of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). 96 FORM WORK:Centering and shuttering including strutting,propping etc. and removal of form for 97 Foundations, footings, bases of columns, etc. for mass concrete RATE= (DSR Rate x 0.735x109/107) = 392.15 x 0.735x109/107 98 Columns, Pillars, Piers, Abutments, Posts and Struts 99 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like RATE= (DSR Rate x 0.735x109/107) = 392.15 x 0.735x109/107 100 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick RATE= (DSR Rate x 0.735x109/107) = 1028.40 x 0.735x109/107 101 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick RATE= (DSR Rate x 0.735x109/107) = 841.95 x 0.735x109/107 102 INTERNAL ROAD:Internal road with WMM and bituminous top RATE= (DSR Rate x 0.735x109/107) = 2100x0.735x109/107 103 FOOTPATH:Footpath with PCC base, 60mm thick paver block and kerb stone edging RATE= (DSR Rate x 0.735x109/107) =2960x0.735x109/107 104 HORTICULTURE WORKS:Horticulture operations including 300mm earth filling, grassing, tree plantations/shrubs and potted plants, etc. RATE= (DSR Rate x 0.735x109/107)= 312x0.735x109/107 105 Miscellaneous 2% 106 ELECTRICAL WORK 107 Same as in item 121 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulatedmultistrand copper conductor cable as earthwire drawn inside the conduit. 108 Same as in item 122 B but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulatedmultistrand copper conductor cable as earthwire drawn inside the conduit. 109 Same as in item 123 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulatedmultistrand copper conductor cable as earthwire drawn inside the conduit. 110 Same as in item 124 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulatedmultistrand copper conductor cable as earthwire drawn inside the conduit. 111 Same as in item 125 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulatedmultistrand copper conductor cable as earthwire drawn inside the conduit. 112 Same as in item 127 (B) but in PVC conduit with 1.5 sq. mm. FRLSH. PVC insulatedmultistrand copper conductor cable as earthwire drawn inside the conduit. 113 Same as in item 148 (A) but 25 mm dia 2 mm thick PVCconduit. 114 Same as in item 148 (A) but 32 mm dia. PVC conduit. 115 Supply and fixing of 8 SWG GI wire along with steel conduit pipe duly bound with earth clops as directed by the Enginner in charge with supply of all material labour and T&P required for proper completion of work. 116 Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 20mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material, labour and T&P required for proper completion of work. 117 SUBMAINS Same as in item 291 but with 4 nos. 16 sq.mm. FRLSH PVC insulated copper conductor cable. 118 Same as in item 291 but with 4 nos. 10 sq mm FRLSH PVC insulated copper conductor cable. 119 Same as in item 291 but with 2 nos. 10 sq mm and 1 no 6 sq mm FRLSH PVC insulated copper conductor cable. 120 ELCB/RCCB S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 121 S&F and making connection of 63A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 122 EARTHING AND LIGHTING CONDUCTOR Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineerin-charge complete in all respects as per drawing (This will apply for earthing of poles also). 123 Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers ofharcoal/coke and salt at least 150mm thick alround etc.complete in all respect. 124 Supply and laying of 25mm x 3mm G.I. strip from earthelectrode directly in the ground as required complete in all respect. 125 Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. 126 MINIATURE CIRCUIT BREAKER S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve 127 S&F of 40 Amp. DP MCB (10 KA) C Curve 128 S&F of 6 Amp. to 32 Amp. TP MCB (10 KA) C Curve 129 S&F of 40 Amp. 4 pole MCB (10 KA) 130 S&F of 63 Amp. 4 pole MCB(10 KA) C Curve 131 S & F surface/Flush mounting 8ways SPN distribution board without additional metaldoor without MCB complete in all respect, as direct by Engineer in Charge. 132 S & F surface/Flush mounting 12ways SPN distribution board without additional metaldoor without MCB complete in all respect, as direct by Engineer in Charge. 133 S & F surface/Flush mounting 8ways TPN distribution board with additional metaldoor without MCB complete in all respect, as directed at site by Engineer in charge. 134 S & F surface/Flush mounting 8ways V TPN distribution board without additional metaldoor without MCB complete in all respect, as directed at site by Engineer in charge. 135 S & F surface/Flush mounting 12ways TPN distribution board with additional metal doorwithout MCB complete in all respect,as directed at site by Engineer in charge. 136 LED LUMINAIRES Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 137 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 138 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. 139 Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect. 140 Supply and fixing of call bell of approved make on polished MDFEG/ Teak ply board including making connections etc. complete in all respect. 141 Supply and fixing danger board fabricated from 10 gaugeM.S. Sheet as per I.E. Rules. 142 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. 143 Erection and testing of exhaust fan on the existing holewith suitable size of rag bolts, nuts and washers etc., complete in all respect. 144 Supply and fixing of fan hook fabricated from M.S. rod for ceiling fan each. 145 Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. 146 Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal Modular socket switch on concealed M.S box includingsupply of all material, labour T&P etc. required for proper completion of work. 147 Cables Supply and laying of aluminium conductor PVC insulated armoured servedsheathed cables 1100 Volts grade at a depth of 750 mm below ground level over acushion of 75 mm. thick sand all around and protected with burnt bricks on sides and ontop. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or asdirected by the Engineer-Incharge, complete in all respect. The armouring of the cableshall be properly connected with the earth conductor by clamps etc. 50 sq. mm 3-1/2 core 148 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wireRATE= (DSR Rate x 0.735x109/107)= 327x0.789x109/110 149 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire= 369x0.789x109/110 150 2 x 4 sq. mm + 1 x 4 sq. mm earth wire= 428x0.789x109/110 151 2 x 6 sq. mm + 1 x 6 sq. mm earth wire= 589x0.789x109/110 152 4 x 2.5 sq. mm + 2 x 2.5 sq. mm earth wire= 560x0.789x109/110 153 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). = 477x0.789x109/110 154 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PEinsulated, shielded with fine tinned copper braid and protected with PVC sheath in theexisting surface / recessed steel / PVC conduit as required.= 47x0.789x109/110 155 Telephone socket outlet= 148x0.789x109/110 156 TV antenna socket outlet= 148x0.789x109/110 157 Suppling and fixing suitable size GI box with modular plate and cover in front on surfaceor in recess, including providing and fixing 2Nos. 3 pin 5/6A modular socket outlet and2Nos. 5/6A modular swtich, connections etc. as required.= 676x0.789x109/110 158 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 = 57x0.789x109/110 159 Providing and fixing 25 mm X 5 mm Copper on surface or in recess for connections etc. as required. = 1162x0.789x109/110 160 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. = 244x0.789x109/110 161 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 50 sq. mm (35mm) = 413x0.789x109/110 162 Supply And Fixing Metal Box Of Following Sizes On Surface With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Painting Etc. As Required 75mm x 75mm x 60mm deep= 178x0.789x109/110 163 PLUMBING WORK 164 W.C. pan with ISI marked white solid plastic seat and lid 165 Providing and fixing white vitreous china extended wallmounting water closet of size 780x370x690 mm of approvedshape including providing & fixing white vitreous china cisternwith dual flush fitting, of flushing capacity 3 litre/6 litre(adjustable to 4 litre/8 litres), including seat cover, and cisternfittings, nuts, bolts and gasket etc complete. 166 Flat back wash basin size 630x 450 mm 167 Flat back wash basin size 550x 400 mm 168 Sink without drain board 610X510 mm bowl depth 200mm. 169 Providing and fixing P.V.C. Waste pipe for sink or wash basinincluding P.V.C. waste fittings complete. 40 mm dia. 170 Providing and fixing CP Brass 32mm size Bottle Trap ofapproved quality & make and as per the direction of Engineerin-charge. 171 Providing and fixing 600x450 mm beveled edge mirror ofsuperior glass (of approved quality) complete with 6 mm thickhard board ground fixed to wooden cleats with C.P. brassscrews and washers complete. 172 Providing and fixing 600x120x5 mm glass shelf with edgesround off, supported on anodised aluminium angle framewith C.P. brass brackets and guard rail complete fixed with 40mm long screws, rawl plugs etc., complete. 173 Providing and fixing toilet paper holder :C.P. brass 174 Providing and fixing CP Brass Single lever telephonic wallmixer of quality & make as approved by Engineer in charge.15 mm nominal dia 175 Providing and fixing C.P. cast brass twin coat hooks fixed toPVC rawl plug with SS screws Jaguar Cat. No. AKP-35761P orapproved equivalent. 176 Providing and fixing 15mm C.P brass Sink Mixer Jaguar Model.No. FLR-5165 or approved equivalent.) for kitchen sink withswinging spout complete. Including cutting and making goodthe walls wherever required . 177 Providing and fixing vertical storage type hot water heaterfixed to wall with anchor bolts & nuts, 15mm CP brass anglestop cock and 15mm CP brass non-return valve completeincluding making connections with 15mm dia CP connectingpipes on inlet and outlet, suitable length of power cable and15 amps plug. Capacity 15 Litres Venus Model Magma 25GV 178 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tubeupto 1 metre long with S.S. triangular plate to Eureopeantype W.C. of quality and make as approved by Engineer - in -charge 179 Making khurras 45x45 cm with average minimum thickness of5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate of 20 mm nominal size) over P.V.C.sheet 1mx1mx400micron, finished with 12mm cement plaster1:3 (1 cement : 3 coarse sand) and a coat of neat cement,rounding the edges and making and finishing the outletcomplete. 180 Providing and fixing to the inlet mouth of rain water pipe castiron grating 15 cm diameter and weighing not less than 440grams. 181 Providing and fixing Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 soil, waste and vent pipes . 100 mm dia. 182 Providing and fixing bend of required degree with accessdoor, insertion rubber washer 3 mm thick, bolts and nutscomplete. Sand cast iron S&S as per IS - 3989. 100 mm dia. 183 Providing and fixing MS holder bat clamps of approved designto cast iron (spun) pipe embedded in and Including cementconcrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)including cost of cutting holes and making good the walls etc. For 100mm dia. Pipe 184 Providing and fixing plain bend of required degree Sand castiron S&S as per IS - 3989. 100 mm dia. 185 Providing and fixing heel rest sanitary bend, in Centrifugallycast (spun) iron pipe S&S 100mm 186 Providing and fixing bend of required degree with accessdoor, insertion rubber washer 3mm thick, bolts and nutscomplete. Sand cast iron S&S as per IS : 3989 187 Providing and fixingPLAIN JUNCTION of required degree 100X100X100mm Sand cast iron S&S as per IS : 3989 188 Providing and fixing terminal guard.Sand cast iron S&S as perIS - 3989. 100 mm 189 Providing and fixing collar.Sand cast iron S&S as per IS - 3989. 100 mm 190 Providing lead caulked joints to sand cast iron/centrifugallycast (spun) iron pipes and fittings of diameter : 100 mm 191 100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS:3989 192 Painting sand cast iron / centrifugally cast iron( spun) ironsoil, waste and vent pipes and fittings with paint of any coloursuch as chocolate, grey or buff etc. over a coat of primer (ofapproval quality) for new work 100mm dia 193 Providing and fixing PTMT liquid soap container 109 mmwide, 125 mm high and 112 mm distance from wall ofstandard shape with bracket of the same materials with snapfittings of approved quality and colour weighing not less than105 gms. 194 Providing & fixing PTMT towel ring trapezoidal shape 215mm long 200 mm wide with minimum distance of 37 mmfrom wall face with concealed fittings arrangement ofapproved quality and colour weighing not less than 88 gms 195 600 mm long towel rail with total length of 645 mm, width 78mm and effective height of 88 mm, weighing not less than190 gms 196 Providing and fixing C.P. brass shower rose with 15 or 20 mminlet : 100 mm dia. 197 Internal work - Exposed on Wall 25 mm dia nominal bore 198 32 mm dia nominal bore 199 40 mm dia nominal bore 200 50 mm dia nominal bore 201 Concealed work including cutting chases and making goodthe walls etc.20 mm nominal outer dia .Pipes. 202 Concealed work including cutting chases and making goodthe walls etc. 25 mm nominal outer dia .Pipes. 203 Providing and fixing G.I. pipes complete with GI fittings andclamps including cutting and making good the walls etc.External work 40 mm dia, nominal bore 204 Providing and fixing G.I. pipes complete with GI fittings andclamps including cutting and making good the walls etc.External work 50 mm dia, nominal bore 205 Providing and fixing G.I. pipes complete with GI fittings andclamps including cutting and making good the walls etc.External work 65 mm dia, nominal bore 206 Providing and fixing of gun metal gate valve with CI wheel ofapproved quality (screwed ends) 25mm dia, nominal bore 207 Providing and fixing of gun metal gate valve with CI wheel ofapproved quality (screwed ends) 32mm dia, nominal bore 208 Providing and fixing of gun metal gate valve with CI wheel ofapproved quality (screwed ends) 40mm dia, nominal bore 209 Providing and fixing of gun metal gate valve with CI wheel ofapproved quality (screwed ends) 50mm dia, nominal bore 210 Providing and fixing uplasticised PVC connection pipe withbrass unions : 15 mm nominal bore 211 Providing and fixing forged brass ball valve of brass body withhard chrome plated steel ball inside PTFE (Teflon) seat & ringwith chrome plated centre handle with female BSP threadscomplete in all respects. 15 mm nominal bore 212 Providing and fixing forged brass ball valve of brass body withhard chrome plated steel ball inside PTFE (Teflon) seat & ringwith chrome plated centre handle with female BSP threadscomplete in all respects. 20 mm nominal bore 213 Painting G.I. pipes and fittings with synthetic enamel whitepaint with two coats over a ready mixed priming coat, both ofapproved quality for new work : 25 mm diameter pipe 214 Painting G.I. pipes and fittings with synthetic enamel whitepaint with two coats over a ready mixed priming coat, both ofapproved quality for new work : 32 mm diameter pipe 215 Painting G.I. pipes and fittings with synthetic enamel whitepaint with two coats over a ready mixed priming coat, both ofapproved quality for new work : 40 mm diameter pipe 216 Painting G.I. pipes and fittings with synthetic enamel whitepaint with two coats over a ready mixed priming coat, both ofapproved quality for new work : 50 mm diameter pipe 217 Painting GI pipes and fittings with two coats of anti corrosivebitumastic paint of approved quality 40 mm dia, nominal bore 218 Painting GI pipes and fittings with two coats of anti corrosivebitumastic paint of approved quality 50 mm dia, nominal bore 219 Painting GI pipes and fittings with two coats of anti corrosivebitumastic paint of approved quality 65 mm dia, nominal bore 220 Providing and filling sand of grading zone V or coarser grade,allround the G.I. pipes in external work 40 mm dia, nominal bore 221 Providing and filling sand of grading zone V or coarser grade,allround the G.I. pipes in external work 50 mm dia, nominal bore 222 Providing and filling sand of grading zone V or coarser grade,allround the G.I. pipes in external work 65 mm dia, nominal bore 223 Providing and fixing G.I. Union in G.I. pipe including cuttingand threading the pipe and making long screws etc. complete(New work) : 25mm nominal bore 224 Providing and fixing G.I. Union in G.I. pipe including cuttingand threading the pipe and making long screws etc. complete(New work) : 32mm nominal bore 225 Providing and fixing G.I. Union in G.I. pipe including cuttingand threading the pipe and making long screws etc. complete(New work) : 40mm nominal bore 226 Providing and fixing G.I. Union in G.I. pipe including cuttingand threading the pipe and making long screws etc. complete(New work) : 50mm nominal bore 227 Providing and fixing C.P. brass bib cock of approved qualityconforming to IS:8931 : 15mm nominal bore 228 Providing and fixing C.P. brass long body bib cock of approvedquality conforming to IS standards and weighing not less than690 gms. 15mm nominal bore 229 Providing and fixing C.P. brass angle valve for basin mixer andgeyser points of approved quality conforming to IS:8931 15mm nominal bore 230 Providing and placing on terrace (at all floor levels)polyethylene water storage tank, IS : 12701 marked, withcover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank. 231 Providing and fixing PTMT grating of approved quality andcolour. 125 mm dia. 232 EXCAVATION in foundation in ordinary Soil ( Loam clay orsand ) including lift upto 1.5m lead upto 30.0 m & includingfilling watering and ramming of excavated earth into thespace between the building & sides of foundation trenches orinto the plinth and removal & disposal surplus earth asdirected by the engineer I/C within a lead of 30 m.fromfoundation trenches. 233 Providing, laying and jointing glazed stoneware pipes grade‘A’ with stiff mixture of cement mortar in the proportion of1:1 (1 cement : 1 fine sand) including testing of joints etc.complete : 150 mm diameter 234 Providing and laying Cement concrete 1:4:8 (1cement :4 finesand :8 graded stone ballast 40 mm. nominal size) includingsupply of all materials, labour and T&P etc. required forproper completion of the work and curing complete, alsoincluding cost of formwork in foundation. 235 Providing OF Fixing SW Gully Trap Grade A Complete CIGrating, brick masonry chamber and water tight CI coverframe of 300 x 300 mm size (inside) square mouth traps orP or S Type Traps. 180 x 150 mm dia. 236 Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cementmortar in the proportion of 1:2 (1 cement : 2 fine sand)including testing of joints etc. complete : 250 mm dia rcc pipe 237 (A) Inside size 90×80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : Withcommon burnt clay F.P.S. (non modular) bricks of classdesignation M-150 With F.P.S. bricks with class designation 150 238 Providing orange colour safety foot rest of minimum 6 mmthick plastic encapsulated as per IS : 10910 on 12mm dia steelbar conforming to IS : 1786 having minimum cross section as23 mmx25mm and over all minimum length 263 mm andwidth as 165mm with minimum 112 mm space betweenprotruded legs having 2 mm tread on top surface by ribbingor chequering besides necessary and adequate anchoringprojections on tail length on 138 mm as per standard drawingand suitable to with stand the bend test and chemicalresistance test as per specifications and having manufacturespermanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) complete as per design. 239 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 240 Making connection of drain or sewer line with existingmanhole including breaking into and making good the walls,floors with cement cincrete 1:2:4 mix (1cement: 2 coarsesand : 4 graded stone aggregate 20mm nominal size) cementplastered on both sides with cement mortar 1:3 (1cement : 3coarse sand) finished with a floating coat of neat cement andmaking necessary channels for the drain etc. complete forpipes 100 to 230mm dia.
