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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (2.6.1) All kinds of soil. DSR Code No. 2.6 |
| 2 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m. (2.13.1.2) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia DSR Code No. 2.13 |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR Code No. 2.25(a) |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. DSR Code No. 2.25 |
| 5 | Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.DSR Code No. 2.27 |
| 6 | 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 area cleared.DSR Code No. 2.31 |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR Code No. 2.32 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR Code No. 4.1.8 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 4.1.2 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 4.1.3 |
| 11 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 4.2.2 |
| 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 4.2.3 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columnsDSR Code No. 4.3.1 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. DSR Code No. 4.3.2 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts.DSR Code No. 4.3.3 |
| 16 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)DSR Code No. 4.5.1 |
| 17 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). DSR Code No. 4.10 |
| 18 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. DSR Code No. 4.12 |
| 19 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR Code No. 5.1.2 |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 5.3 |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.1) Foundations, footings, bases of columns, etc. for mass concreteDSR Code No. 5.9 |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for.(5.9.2) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR Code No. 5.9 |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.3) Suspended floors, roofs, landings, balconies and access platform. DSR Code No. 5.9 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.4) Shelves (Cast in situ).DSR Code No. 5.9 |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR Code No. 5.9 |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts.DSR Code No. 5.9 |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.7)Stairs, (excluding landings) except spiral-staircases. DSR Code No. 5.9 |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.16.2) Edges of slabs and breaks in floors and walls. Above 20 cm wideDSR Code No. 5.9 |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.18) Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. DSR Code No. 5.9 |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for. (5.9.21) Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. DSR Code No. 5.9 |
| 31 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 5.1.2 |
| 32 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 5.12 |
| 33 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR Code No. 5.13 |
| 34 | Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost), coarse sand and cement in proportion of 12:6:1 in foundations and under floors, includingcost of all labour,materials, T&P etc required for proper completion of work.DSR Code No. 5.20 |
| 35 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. DSR Code No. 5.21 |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (5.22.1)Mild steel and Medium Tensile steel bars. DSR Code No. 5.22 |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (5.22A.1) Mild steel and Medium Tensile steel bars. DSR Code No. 5.22A |
| 38 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). DSR Code No. 5.23 |
| 39 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. DSR Code No. 5.24 |
| 40 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. DSR Code No. 5.36 |
| 41 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (6.1.1) Cement mortar 1:4 (1 cement : 4 coarse sand)DSR Code No. 6.1 |
| 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (6.1.2)Cement mortar 1:6 (1 cement : 6 coarse sand). DSR Code No. 6.1 |
| 43 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (6.2.1).DSR Code No. 6.2 |
| 44 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: (6.2.2) Cement Mortar 1:6 (1 cement : 6 coarse sand)DSR Code No. 6.2 |
| 45 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :(6.3.1) With F.P.S.(non modular) bricks. DSR Code No. 6.3 |
| 46 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (6.4.1) Cement mortar 1:4 (1 cement : 4 coarse sand). DSR Code No. 6.4 |
| 47 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (6.4.2) Cement mortar 1:6 (1 cement : 6 coarse sand) DSR Code No. 6.4 |
| 48 | Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10cm / 11.4 cm wide bitumen felt type 3 grade 1. DSR Code No. 6.7 |
| 49 | Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sandmortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (NSI), Ref. CSI No. (6.18) SOR 23-24 |
| 50 | Same as in item 6.18 above butin super structure for 230 mm thick wall.(NSI), Ref. CSI No. (6.19) SOR 23-24 |
| 51 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). (6.26.1) From ground level upto plinth levelDSR Code No. 6.26 |
| 52 | Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment but when steel is to be provided by the department.Non Scheduled item No. 9.02 |
| 53 | Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, all as per directions of Engineer-in-charge (Note:- Butt hinges and necessary screws shall be paid separately) 30 mm thick shutters (9.10.1)DSR Code No.9.10 |
| 54 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266)900 mm. long with base plate (75x75x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work.Non Scheduled item No. 9.12 |
| 55 | Supplyof 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mmlong with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.Non Scheduled item No. 9.14 |
| 56 | Fixing and grouting 25 mmand below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . Non Scheduled item No. 9.15 |
| 57 | 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.DSR Code No. 9.21.1 |
| 58 | 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) On one side only.DSR Code No. 9.22.1 |
| 59 | Grouting of 90/105 lbs M.S. railincluding cost of all materials,labour & T&P for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of Eng I/C. (Rail to be supplied by thedept.)(labour rates only)Non Schedule item No. 9.25 |
| 60 | S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. DSR Code No. 9.26 |
| 61 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws andPVC sleeves etc., wherever necessary complete : 20mm diaCode No. 9.46.2 |
| 62 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378): 300x16 mm. DSR Code No. 9.62.1 |
| 63 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378): 125 mm. DSR Code No. 9.66.1 |
| 64 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 100x60x2.50 mm. DSR Code No. 9.71.2 |
| 65 | 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 : 200x10 mmDSR Code No. 9.97.3 |
| 66 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopperDSR Code No. 9.101.1 |
| 67 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. (9.51.1) With second class teak wood beading 62X19 mm DSR Code No. 9.51 |
| 68 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. (9.51.2) With 12 mm mild steel U beading. DSR Code No. 9.51 |
| 69 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.DSR Code No. 10.2 |
| 70 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover. DSR Code No. 10.6.1 |
| 71 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover. DSR Code No. 10.6.3 |
| 72 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).DSR Code No. 10.13.1 |
| 73 | Providing and fixing ball bearing for rolling shutters.DSR Code No. 10.7 |
| 74 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. (10.8.1) Exceeding 10.00 sqm and upto 16.80 sqm in the area. DSR Code No. 10.8 |
| 75 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. (10.8.2) Exceeding 16.80 sqm in areaDSR Code No. 10.8 |
| 76 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).DSR Code No. 10.9 |
| 77 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.). DSR Code No. 10.18 |
| 78 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. DSR Code No. 10.25.2 |
| 79 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. DSR Code No. 10.29.2 |
| 80 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :(10.30.1) 4.0 mm thick glass panes. DSR Code No. 10.30 |
| 81 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :(10.30.2) 5.5 mm thick glass panesDSR Code No. 10.30 |
| 82 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (11.1.1) 1:4 (1 cement : 4 coarse sand). DSR Code No. 11.1.1 |
| 83 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (11.3.1) 40 mm thick with 20 mm nominal size stone aggregateDSR Code No. 11.3.1 |
| 84 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles 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. (11.21.1) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). (11.21.1.1)Acid and alkali resistant tile DSR Code No. 11.21 |
| 85 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles 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. (11.21.2) In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). (11.21.1.2)Acid and alkali resistant tile DSR Code No. 11.21 |
| 86 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.DSR Code No. 11.27 |
| 87 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. DSR Code No. 11.37 |
| 88 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. (11.41.2) Size of Tile 600x600 mm DSR Code No. 11.41 |
| 89 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. (11.48.2) Size of Tile 600x600 mmDSR Code No. 11.48 |
| 90 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.DSR Code No. 12.8 |
| 91 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (12.43.1) 75 mm DSR Code No. 12.43 |
| 92 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (12.43.2) 110 mm DSR Code No. 12.43 |
| 93 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. DSR Code No. 12.50 |
| 94 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : (12.51.1) Ridges plain (500 - 600mm)DSR Code No. 12.51 |
| 95 | 12 mm cement plaster of mix : (13.4.1) 1:4 (1 cement: 4 coarse sand)DSR Code No. 13.4 |
| 96 | 12 mm cement plaster of mix : (13.4.2) 1:6 (1 cement: 6 coarse sand)DSR Code No. 13.4 |
| 97 | 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 : (13.41.1) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre. DSR Code No. 13.41 |
| 98 | Finishing walls with textured exterior paint of required shade : (13.45.1) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm DSR Code No. 13.45 |
| 99 | Applying priming coat: (13.50.2) With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywoodDSR Code No. 13.50 |
| 100 | Applying priming coat: (13.50.3) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. DSR Code No. 13.50 |
| 101 | Applying priming coat: (13.50.4) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). DSR Code No. 13.50 |
| 102 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(13.62.1) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR Code No. 13.62.1 |
| 103 | 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. DSR Code No. 13.80 |
| 104 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour.(13.81.1) Old work (one or more coats) DSR Code No. 13.81 |
| 105 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. (13.82.1) One coat DSR Code No. 13.82.1 |
| 106 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. (13.82.2) Two coat DSR Code No. 13.82.2 |
| 107 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (13.85.1) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.DSR Code No. 13.85.1 |
| 108 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (13.85.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. DSR Code No. 13.85 |
| 109 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. DSR Code No. 13.88 |
| 110 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. DSR Code No. 13.91 |
| 111 | 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. (14.1.1) With cement mortar 1:4 (1 cement : 4 fine sand)DSR Code No. 14.1 |
| 112 | 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. (14.1.2) With cement mortar 1:4 (1cement: 4 coarse sand)DSR Code No. 14.1 |
| 113 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (15.2.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). DSR Code No. 15.2 |
| 114 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (15.2.2) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). DSR Code No. 15.2 |
| 115 | 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. DSR Code No. 15.3 |
| 116 | Demolishing R.B. 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. DSR Code No. 15.4 |
| 117 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (15.7.1) In mud mortar. DSR Code No. 15.7 |
| 118 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (15.7.2) In lime mortar with old mughal bricks. DSR Code No. 15.7 |
| 119 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (15.7.3) In lime mortar. DSR Code No. 15.7 |
| 120 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (15.7.4) In cement mortar. DSR Code No. 15.7 |
| 121 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12.1) Of area 3 sq. metres and below DSR Code No. 15.12 |
| 122 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (15.12.2) Of area beyond 3 sq. metresDSR Code No. 15.12 |
| 123 | Dismantling of existing pale / security / chain link fencingincluding post and stacking properly as per direction of theEngineer - in - charge. Including all labour and T&P etc.required for proper completion of the work. DSR Code No. 15.13 |
| 124 | Dismantling ofdry B.O.E. Floor and proper stacking of dismantled bricks as per direction of E/C. up to 60 m lead.DSR Code No. 15.16 |
| 125 | Dismantling and re-laying of dry B.O.E. floor including cost of all labour and T&P required forproper completion of work.(labour rates only).DSR Code No. 15.18 |
| 126 | Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : (15.15.1) Of sectional area 40 square centimetres and above. DSR Code No. 15.15 |
| 127 | Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : (15.15.2) Of sectional area below 40 square centimetres. DSR Code No. 15.15 |
| 128 | Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : (15.16.1) Of sectional area 40 square centimetres and above. DSR Code No. 15.16 |
| 129 | Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : (15.16.2) Of sectional area below 40 square centimetres. DSR Code No. 15.16 |
| 130 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. DSR Code No. 15.18 |
| 131 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. DSR Code No. 15.19 |
| 132 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres. DSR Code No. 15.20 |
| 133 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. DSR Code No. 15.21 |
| 134 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. (15.23.1) For thickness of tiles 10 mm to 25 mm.DSR Code No. 15.23 |
| 135 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. (15.23.2) For For thickness of tiles above 25 mm and up to 40 mm.DSR Code No. 15.23 |
| 136 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead.DSR Code No. 15.27 |
| 137 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (15.28.1) G.S. SheetDSR Code No. 15.28 |
| 138 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (15.28.2) Asbestos Cement sheet. DSR Code No. 15.28 |
| 139 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR Code No. 15.60 |
| 140 | Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls &floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. Non Scheduled No. 17.01 |
| 141 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. (16.7.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR Code No. 16.7 |
| 142 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.DSR Code No. 16.42 |
| 143 | Extra for providing and mixing hardening compound of approved quality as per manufacturer\"s specification in cement concrete.DSR Code No. 16.44 |
| 144 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.).DSR Code No. 16.45 |
| 145 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (17.1.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. DSR Code No. 17.1 |
| 146 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (17.1.2) Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. DSR Code No. 17.1 |
| 147 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : (17.2.1) W.C. pan with ISI marked white solid plastic seat and lid. DSR Code No. 17.2 |
| 148 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : (17.2.2) W.C. pan with ISI marked black solid plastic seat and lid. DSR Code No. 17.2 |
| 149 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (17.4.1) One urinal basin with 5 litre white P.V.C. automatic flushing cistern. DSR Code No. 17.4 |
| 150 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (17.4.2) Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. DSR Code No. 17.4 |
| 151 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (17.4.3) Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern. DSR Code No. 17.4 |
| 152 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (17.4.4) Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. DSR Code No. 17.4 |
| 153 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (17.7.4) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. DSR Code No. 17.7 |
| 154 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. DSR Code No. 17.8 |
| 155 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: (17.9.1) White glazed fire clay kitchen sink of size 600x450x 250 mm DSR Code No. 17.9 |
| 156 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (17.18.1) 10 litre capacity - White DSR Code No. 17.18 |
| 157 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (17.18.2) 10 litre capacity - coloured Code No. 17.18 |
| 158 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. DSR Code No. 17.23 |
| 159 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (17.25.1) Flat back wash basin of size 630x450 mm. DSR Code No. 17.25 |
| 160 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (17.25.2) Flat back wash basin of size 550x400 mm DSR Code No. 17.25 |
| 161 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.1) Semi rigid pipe (17.28.1.1) 32 mm dia DSR Code No. 17.28 |
| 162 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.1) Semi rigid pipe (17.28.1.2) 40 mm dia DSR Code No. 17.28 |
| 163 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.2) Flexible pipe (17.28.2.1) 32 mm dia DSR Code No. 17.28 |
| 164 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.2) Flexible pipe (17.28.2.2) 40 mm dia DSR Code No. 17.28 |
| 165 | Providing and fixing 100 mm sand cast Iron grating for gully trap. DSR Code No. 17.29 |
| 166 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR Code No. 17.31 |
| 167 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. DSR Code No. 17.33 |
| 168 | Providing and fixing soil, waste and vent pipes : (17.35.1) 100 mm dia (17.35.1.1) Sand cast iron S&S pipe as per IS: 1729 DSR Code No. 17.35 |
| 169 | Providing and fixing soil, waste and vent pipes : (17.35.1) 100 mm dia (17.35.1.2) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 DSR Code No. 17.35.1.2 |
| 170 | Providing and fixing soil, waste and vent pipes : (17.35.1) 100 mm dia (17.35.1.3) Hublesscentrifugallycast (spun)ironpipes epoxy coated inside & outside IS:15905 DSR Code No. 17.35.1.3 |
| 171 | Providing and fixing soil, waste and vent pipes : (17.35.2) 75 mm diameter : (17.35.2.1) Sand cast iron S&S pipe as per IS: 1729 DSR Code No. 17.35.2.1 |
| 172 | Providing and fixing soil, waste and vent pipes : (17.35.2) 75 mm diameter : (17.35.2.2) Centrifugally cast (spun) iron socketed pipe as per IS: 3989 DSR Code No. 17.35.2.2 |
| 173 | Providing and fixing soil, waste and vent pipes : (17.35.2) 75 mm diameter : (17.35.2.3) Hublesscentrifugally cast (spun)ironpipes epoxy coated inside & outside IS:15905 DSR Code No. 17.35 |
| 174 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (17.73.1) 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms DSR Code No. 17.73 |
| 175 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (17.73.2) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. DSR Code No. 17.73 |
| 176 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.1) 15 mm nominal dia Pipes DSR Code No. 18.7 |
| 177 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.2) 20 mm nominal dia Pipes DSR Code No. 18.7 |
| 178 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.3) 25 mm nominal dia Pipes DSR Code No. 18.7 |
| 179 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.4) 32 mm nominal dia Pipes DSR Code No. 18.7 |
| 180 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.5) 40 mm nominal dia Pipes DSR Code No. 18.7 |
| 181 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (18.7.6) 50 mm nominal dia Pipes DSR Code No. 18.7 |
| 182 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and 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 walls etc. (18.8.1) 15 mm nominal dia Pipes DSR Code No. 18.8.1 |
| 183 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and 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 walls etc. (18.8.2) 20 mm nominal dia Pipes DSR Code No. 18.8.2 |
| 184 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and 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 walls etc. (18.8.3) 25 mm nominal dia Pipes DSR Code No. 18.8.3 |
| 185 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and 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 walls etc. (18.8.4) 32 mm nominal dia Pipes DSR Code No. 18.8.4 |
| 186 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (18.9.5) 40 mm nominal dia Pipes DSR Code No. 18.9 |
| 187 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (18.9.6) 50 mm nominal dia Pipes DSR Code No. 18.9 |
| 188 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (18.9.7) 65 mm nominal dia Pipes DSR Code No. 18.9 |
| 189 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (18.9.8) 80 mm nominal dia Pipes DSR Code No. 18.9 |
| 190 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.1) 15 mm dia nominal bore DSR Code No. 18.10 |
| 191 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.2) 20 mm dia nominal bore DSR Code No. 18.10 |
| 192 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.3) 25 mm dia nominal bore DSR Code No. 18.10 |
| 193 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.4) 32 mm dia nominal bore DSR Code No. 18.10 |
| 194 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.5) 40 mm dia nominal bore DSR Code No. 18.10 |
| 195 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (18.10.6) 50 mm dia nominal bore DSR Code No. 18.10 |
| 196 | Providing and fixing brass bib cock of approved quality : (18.15.1) 15 mm dia nominal bore DSR Code No. 18.15 |
| 197 | Providing and fixing brass stop cock of approved quality : (18.16.1) 15 mm dia nominal bore DSR Code No. 18.16 |
| 198 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (18.18.1) 15 mm dia nominal bore DSR Code No. 18.18 |
| 199 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : (18.19.1) 25 mm nominal bore (18.19.1.1) Horizontal. DSR Code No. 18.19 |
| 200 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.1) 30 cm length (18.21.1.1) 15 mm nominal bore DSR Code No. 18.21 |
| 201 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.1) 30 cm length (18.21.1.2) 20 mm nominal bore DSR Code No. 18.21 |
| 202 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.1) 15 mm nominal bore DSR Code No. 18.21 |
| 203 | Providing and fixing uplasticised PVC connection pipe with brass unions : (18.21.2) 45 cm length (18.21.2.2) 20 mm nominal bore DSR Code No. 18.21 |
| 204 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (18.22.1) 100 mm diameter DSR Code No. 18.22 |
| 205 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (18.22.2) 150 mm diameter DSR Code No. 18.22 |
| 206 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : (18.30.1) 80 mm diameter DSR Code No. 18.30 |
| 207 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : (18.30.2) 100 mm diameter DSR Code No. 18.30 |
| 208 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (18.31.1) 100 mm diameter (18.31.1.1) Class IDSR Code No. 18.31 |
| 209 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (18.33.1) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR Code No. 18.33 |
| 210 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (18.34.1) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR Code No. 18.34 |
| 211 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (18.36.1) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR Code No. 18.36 |
| 212 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.1) 15 mm nominal bore DSR Code No. 18.47 |
| 213 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.2) 20 mm nominal bore DSR Code No. 18.47 |
| 214 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (18.47.3) 25 mm nominal bore DSR Code No. 18.47 |
| 215 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR Code No. 18.48 |
| 216 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (18.50.1) 15 mm nominal bore DSR Code No. 18.50 |
| 217 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. (18.53.1) 15 mm nominal bore DSR Code No. 18.53 |
| 218 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. b) for 1.5/ 2 H.P pump set single phaseNon Schdeuled No. 19.31(b) |
| 219 | Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. c) for 3 H.P pump set single phaseNSI Ref. 19.31(c) |
| 220 | Supply & Installation ofsubmersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. b) 1.5 HP outlet 40mm dia. or more, Head 71/36, Discharge 2000/6000 LPHNSI Ref. 19.32 (b) |
| 221 | Supply & Installation ofsubmersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. d) 3 HP outlet 50 mm dia. or more, Head 60/24, Discharge 6000/14000 LPHNon Ref. 19.32 (d) |
| 222 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : (20.1.1) 400 mm dia piles DSR Code No. 20.1 |
| 223 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). (20.2.1) 450 mm dia piles DSR Code No. 20.2 |
| 224 | 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 piles DSR Code No. 20.3.1 |
| 225 | Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid). (20.4.1) 300 mm dia piles DSR Code No. 20.4 |
| 226 | Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid). (20.4.2) 400 mm dia piles DSR Code No. 20.4 |
| 227 | Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified with a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 (1cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). (20.5.1) 400 mm dia piles DSR Code No. 20.5 |
| 228 | Cleaning of septic tank including disposal of waste out side the UPPCL area as per direction of the Engineer-in-charge including cost of all labour,T&P etc.required for proper completion of the work. NSI Ref. 20.12 |
| 229 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : (21.1.1) For fixed portion (21.1.1.1) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) DSR Code No. 21.1 |
| 230 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : (21.1.1) For fixed portion (21.1.1.2) Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR Code No. 21.1 |
| 231 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : (21.1.1) For fixed portion (21.1.1.3) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)DSR Code No. 21.1 |
| 232 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. (21.2.1) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other sideDSR Code No. 21.2 |
| 233 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. (21.2.2) Pre-laminated particle board with decorative lamination on both sidesDSR Code No. 21.2 |
| 234 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): (21.3.1) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)DSR Code No. 21.3 |
| 235 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): (21.3.2) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)DSR Code No. 21.3 |
| 236 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): (21.3.3) With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)DSR Code No. 21.3 |
| 237 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. (21.4.1) With stainless steel cover plate minimum 1.25 mm thickness. DSR Code No. 21.4 |
| 238 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. (21.4.2) With brass cover plate minimum 1.25 mm thickness.DSR Code No. 21.4 |
| 239 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).DSR Code No. 21.5 |
| 240 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge. DSR Code No. 21.6 |
| 241 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. (21.8.1) Upto 5mm depth and 5 mm width DSR Code No. 21.8 |
| 242 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. DSR Code No. 21.10 |
| 243 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR Code No. 22.7.1 |
| 244 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR Code No. 22.5 (a)+(b) |
| 245 | Providing and fixing of 200 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. NSI Ref. 26.24 |
| 246 | Providing and fixing of 150 mm dia PVC pipeof 6 Kg/sqcmwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work.NSI Ref. 26.25 |
| 247 | S/F high Tensile steel colour coated anti rust ,high temp resistant sheet with Tensile Strength 550 MPA hot dip metallic (zinc Aluminum Alloy (Zn-55%)(Al-45% ) Coating 70GSM with total thikness not less than 0.50mm (TCT) Durashinemake with necessary over laps including S/F Galvanized J/V Hook according to purlinwith ,nut,washer and bitumen washers etc.including cost of material ,labour T&P etc and special fastener (HT) , nuts & washer provide diaby the company etc required for proper completion of work as per direction of E/I confirming 1.5. 1397:1993.(NSI), Ref. CSI No. (26.60) SOR 20-21 |
| 248 | Placing of 10 KL PVCTank over slab of 6 m staging including supply of all labour , material andT & P for proper completion of work.NSI Ref. 28.08 |
| 249 | Providing & laying of 2 mm thick epoxy flooring with chemcical (conpro EP 2P,conpro EP 36,conpro EPSL1) including all materials,labour & T&P etc. required for proper completion of work. NSI Ref. 28.32 |
| 250 | Supply and Fixing of 3 blade wall fan ofHavells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.NSI Ref. 28.37 |
| 251 | Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havellsor equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI), Ref. CSI No. (28.38) SOR 23-24 |
| 252 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. NSI Ref. (28.40) |
| 253 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. NSI Ref. (28.41) |
| 254 | Providing & fixing of 2\" raised floor anti static with ms/steel based frame work with 12 mm fully PVC coated tiles including all materials,labour & T&P etc. required for proper completion of work. (NSI), Ref. CSI No. (28.33) SOR 23-24 |
| 255 | Supply and Fixing of 3 blade wall fan ofHavells platina 400 mm or equivalent including all material, T&Petc required for proper completion of work as approved by engineer in charge.(NSI), Ref. CSI No. (28.37) SOR 23-24 |
| 256 | Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havellsor equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI), Ref. CSI No. (28.38) SOR 23-24 |
| 257 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C E&M -1.10.3 |
| 258 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. E&M-1.12 |
| 259 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 6 sq. mm + 1 X 6 sq. mm earth wire. E&M-1.14.4 |
| 260 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole. E&M 2.10.1 |
| 261 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet.E&M -1.24.4 |
| 262 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 ampsE&M 2.12.2 |
| 263 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door. E&M -2.4.1 |
| 264 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. E&M- 1.12 |
| 265 | Add for 2 way light point with modular switches in place of piano type switches. NSIE&M 19.1 |
| 266 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as p. NSI E&M 10.18 |
| 267 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.E&M - 5.6 |
| 268 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB\"s (but without MCB\"s and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door.E&M-2.5.1 |
| 269 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm). E&M-1.27.1 |
| 270 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm). E&M-1.27.2 |
| 271 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm). E&M-1.27.3 |
| 272 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm). E&M-1.27.4 |
| 273 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m²DSR Code 12.1.3 |
| 274 | Extra for circular cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter: 0.63 mm thick DSR Code 12.3.3 |
| 275 | Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloyIS designation31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. DSR Code 12.65.1 |
| 276 | Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. Non Scheduled No. 28.41 |
| 277 | Hire and running charges of light crane DSR Code No. 0025 |
| 278 | Tractor with trolley DSR Code No. 0039 |
| 279 | Supply, Laying and testing of ISI marked Jindal, T.T Swastic, Prakash, Surya, or equivalent make of 80 MM diaMS pipe Class-C pipe of wall thickness = 4.85 mm (Heavy class) (specification as per IS 1239) for hydrant system including transportation of all materials up to worksite, loading, unloading and proper stacking at site, cutting of pipe of required length, edge preparation, welding, fixing and erection of pipes with M.S. flat iron strip & all specials i.e. elbow, bends, tees and flange, rubber gasket, nuts & bolts etc. in proper position and alignment etc. including excavation of trenches and back filling of earth, cutting of walls and floors if required and repair of the same as per direction of E/I and supports of pipe as per layout and jointing by welding, aligning the pipe line painting with a one Coat of primer coat and two coats of fire red colour paint of approved make and Quality & hydraulic testing as per direction of E/I Including cost of all Materials, Labours and T&P etc. as per direction of E/I. NSI |
| 280 | Supply, Laying and testing of ISI marked Jindal, T.T Swastic, Prakash, Surya, or equivalent make 100 mm dia Class \"C\" pipe of wall thickness = 5.4 mm MS pipe (heavy class) (specification as per IS 1239) for hydrant system including transportation of all materials up to worksite, loading, unloading and proper stacking at site, cutting of pipe of required length, edge preparation, welding, fixing and erection of pipes with M.S. flat iron strip & all specials i.e. elbow, bends, tees and flange, rubber gasket, nuts & bolts etc. in proper position and alignment etc. including excavation of trenches and back filling of earth, cutting of walls and floors if required and repair of the same as per direction of E/I and supports of pipe as per layout and jointing by welding, aligning the pipe line painting with a one Coat of primer coat and two coats of fire red colour paint (P.O. red enamel paint) of approved make and Quality & hydraulic testing as per direction of E/I Including cost of all Materials, Labours and T&P etc. as per direction of E/I.NSI |
| 281 | Supply, Laying and testing of ISI marked Jindal, T.T Swastic, Prakash, Surya, or equivalent make 150 mm dia Class \"C\" pipe of wall thickness = 5.4 mm MS pipe (Heavy class) (specification as per IS 1239) for hydrant system including transportation of all materials up to worksite, loading, unloading and proper stacking at site, cutting of pipe of required length, edge preparation, welding, fixing and erection of pipes with M.S. flat iron strip & all specials i.e. elbow, bends, tees and flange, rubber gasket, nuts & bolts etc. in proper position and alignment etc. including excavation of trenches and back filling of earth, cutting of walls and floors if required and repair of the same as per direction of E/I and supports of pipe as per layout and jointing by welding, aligning the pipe line painting with a one Coat of primer coat and two coats of fire red colour paint (P.O. red enamel paint) of approved make and Quality & hydraulic testing as per direction of E/I Including cost of all Materials, Labours and T&P etc. as per direction of E/I. NSI |
| 282 | Supply and Installtion Aluminum Construction, Size 24\", Capacity 2300 CFM, With Complete Fixing Accessories of Wind Operated Turbo Ventilators as per E/I.NSI |
| 283 | Supply and Installtion of Skylight Sheet, Size 2X14 Ft, 2MM Thick Polycarbonate Sheet, with Complete fixing accessories as per E/I.NSI |
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