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| 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. . (DSR-2023 2.6)*0.735 |
| 2 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. (DSR-2023 2.25a)*0.735 |
| 3 | 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-2023 2.31a)*0.735 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR-2023 2.27)*0.735 |
| 5 | 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 naturalsources : 8 graded stone aggregate 40 mm nominal sizederived from natural sources).(DSR-2023 4.1.8)*0.735 |
| 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 thefollowing grades of concrete. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.(DSR-2023 5.33.1)*0.735All works upto plinth level a) Footing |
| 7 | 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) (DSR-2023- 20.3.1)*0.735 400mm dia |
| 8 | 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 thefollowing grades of concrete. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth & up to floor V level.(DSR-2023- 5.33.2.1)*0.735 Slab BeamColumn |
| 9 | 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-2023- 5.3)*0.735 |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form for: as per DSR-2021, clause 5.9 Foundations, footings, bases of columns, etc. for mass concrete. As per. (DSR-2023- 5.9.1)*0.735 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. As per. (DSR-2023- 5.9.5)*0.735 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts as per. (DSR-2023- 5.9.6)*0.735 |
| 13 | Suspended floors, roofs, landings, balconies and access platform. As per. (DSR-2023- 5.9.20)*0.735 |
| 14 | 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 : 6coarse sand) :With F.P.S.(non modular) brick. (DSR-2023- 6.3.1)*0.735 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023- 5.22.6)*0.735 |
| 16 | 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.35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws.(DSR-2023- 9.20.1)*0.735 |
| 17 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class teak wood35 mm thick(DSR-2023- 9.9.1.1)*0.735 |
| 18 | Fixing of door window togather with all fitting for completion of work. As per SOR-10.08 |
| 19 | 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.With 2nd class teak wood beading 62X19 mm.(DSR-2023- 9.51.1)*0.735 |
| 20 | Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood(DSR-2023- 9.1.2)*0.735 |
| 21 | 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-2023- 10.2)*0.735 |
| 22 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR-2023-10.28)*0.735 |
| 23 | Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). as per (DSR-2023- 14.88)*0.735 |
| 24 | CEMENT PLASTER (IN COARSE SAND):12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) (DSR-2023- 13.4.2)*0.735 |
| 25 | Add for plaster drip course/ groove inmoulding to R.C.C. projections. (DSR-2023- 5.3)*0.735 |
| 26 | Add for plaster drip course/ groove inmoulding to R.C.C. projections. (DSR-2023- 5.3)*0.735 |
| 27 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm includinggrouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size:Size of Tile 600 x 1200 mm(DSR-2023- 11.41A.3.1)*0.735 |
| 28 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : : Two or more coats on new work (Ist quality Royal, Silk, Asian/Berge) as per (DSR-2023- 13.41.1)*0.735 |
| 29 | Finishing walls with Acrylic Smooth exterior paint of required shade : : Two or more coats on new work (Ist quality Royal, Silk, Asian/Berge) as per (DSR-2023- 13.46.1)*0.735 |
| 30 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.(DSR-2023- 13.26)*0.735 |
| 31 | Painting Steel work with Deluxe Multi Surface Paint togive an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.(DSR-2023- 13.48.3)*0.735 |
| 32 | Painting wood work with Deluxe Multi Surface Paint ofrequired shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @0.75 ltr/10sqm of approved brand and manufactur.(DSR-2023- 13.48.2)*0.735 |
| 33 | 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-2023 15.4)*0.735 |
| 34 | 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. (DSR-2023 15.7.4)*0.735 |
| 35 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc.(DSR-2023- 9.48.2)*0.735 |
