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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR V-1 (2.6.1) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidationg each deposited layer by ramming and watering, lead up to 50 and for all lift. as per DSR 2023 Code No- 2.25 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR V-1 (2.27) |
| 4 | 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 : 8 graded stone aggregate 40 mm nominal size) DSR V-1 (4.1.8A) |
| 5 | Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR V-1 (6.1.2) |
| 6 | 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.Concrete of M25 grade with minimum cement content of 330 kg /cum DSR V-1 (5.33.2.1) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : DSR V-1 (5.9.3) |
| 8 | DAMP-PROOF COURSEnatural sources) Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5 mm nominal size derived from DSR Vo-1 (4.10) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR Vo-1 (5.22C.1) |
| 10 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378)250X10mm DSR Vo-1 (9.62.2) |
| 11 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (9.63.1) |
| 12 | Providing and fixing oxidised M.S. handles, approved quality & make with necessary screws etc all complete. : 125 mm. (9.66.1) |
| 13 | 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. (9.20.1) |
| 14 | 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.(10.25.1) |
| 15 | Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all complete.With 12 mm mild steel U beading (10.29.1) |
| 16 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestorywindows, all complete with :4.0 mm thick glass panes (10.30.1) |
| 17 | Making drip course in sunshade or facia as per direction of Engineer incharge including supply of all materials, labour, T&P etc for proper complection of the work Dsr 5.3 |
| 18 | 12 mm Cement piaster of mix 1:6 (DSR 13.1.2 ) |
| 19 | 52 mm thick cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (11.4) |
| 20 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick as per DSR 2023 Code No-11.13.1 |
| 21 | 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 DSR V-2 (13.41.1) |
| 22 | Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR V-2 (13.44.1) |
| 23 | 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. (13.8) |
| 24 | Painting two coats over priming coat on steel & other metal surfaces up to 10 cm width or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. as per DSR 2023 Code No-13.62.1 |
| 25 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer dsr 10.3 |
| 26 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing balcony raililng, staircase raling and similar works, including applying priming coat of approved steel primer. DSR Vol-1 Code-10.26.3 (G.I. Pipes) |
| 27 | Providing and fixing angle iron frames for doors, windows and ventialtors of mild steel Angle sectins of size 35x35x5mmjoints mitred and welded by angle iron 35x35x5mm of 35x5 mm flat pieces to the existing T-iron frame of to the all with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of aproved steel primer, all complete as per the derection of Engineer-in- charge. DSR Vol-1 Code-10.31 |
| 28 | Providing & fixing Glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes as per DSR 2023 Code No-10.30.1 |
| 29 | Providing Corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks bolts and nuts 8mm diamater 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 overiapping 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. 12.1.1 1.00 mm thick with zinc coating not less thean 275 gm/m2DSR Vol-1 Code-12.1.1 |
| 30 | 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. MS Work for z section frame for windows as per DSR 2023 Code No-10.25.2 |
| 31 | Signage and fire cylinder |
| 32 | 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 DSR Vol-1 Code-5.1 (5.1.2) |
| 33 | Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit. |
| 34 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :DSR Vol-2 Code-17.3.1 |
| 35 | 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 : One urinal basin with 5 litre white P.V.C. automatic flushing DSR Vol-2 Code-17.4.1 |
| 36 | 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: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps DSR Vol-2 Code-17.7.1 |
| 37 | Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250 mm DSR Vol-2 Code-17.26.1 |
| 38 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe DSR Vol-2 Code-17.28.2 |
| 39 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Vol-2 Code-17.32.2 |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal work - Exposed on wall 15 mm dia nominal bore Vol-2 Code-18.10.1 15mm dia |
| 41 | Code-18.10.2 20mm dia |
| 42 | Code-18.10.3 25mm dia |
| 43 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work Vol-2 Code-18.12.4 |
| 44 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete Vol-2 Code-18.13.1: |
| 45 | Providing and fixing brass bib cock of approved quality: 15 mm nominal bore Vol-2 Code-18.15.1 |
| 46 | Providing and fixing brass stop cock of approved quality : Vol-2 Code-18.16.1 |
| 47 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : Vol-2 Code-18.17.1 |
| 48 | 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 DSR Vol-2 Code-18.48 |
| 49 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :Vol-2 Code-19.3.2 |
| 50 | Providing and fixing on wall face unplasticised rigid PVC conforming to IS: 13592 Type A, inclusing jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion, (i) single socketed pipes. DSR Vol-1 Code-12.41.2 |
| 51 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.DSR Vol-2 Code-16.18 |
| 52 | Handpump/Submersible pump Please Enable Macros to View BoQ information |
