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| 1 | DSR-Item-13.91-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. |
| 2 | DSR-Item- 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 3 | DSR-Item-14.1.1- Repair to plaster of thickness 12mm to 20mm patch of area 2.5sqm and under imcluding the patch in proper shape raking out joints and repairing and plastring the surface of the walls complete including disposal of rubbish to the dumping ground all complete as per direction of Engineer-in-incharge. With cement mortar 1:4 (1cement : 4fine sand. (lump sum) |
| 4 | DSR-Item-13.80- Proving and applying white cement based putty of averagethickness 1 mm, ofapprovedbrand and manufacture , over the plastered wall surface to prepare the surface even and smooth complete . |
| 5 | DSR-Item13.41-Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :13.41.1 New Work (two or more coats) over and including water thinable priming coat with cement primer. |
| 6 | DSR Item 15.3 is a description of the work of demolishing reinforced concrete (RCC) manually or mechanically, including the stacking of steel bars and disposal of unserviceable material within a 50 meter lead. The work must be done as per the directions of the Engineer-in-charge |
| 7 | demolishing brick work manually by mechanical means including stacking …............................…................DSR 15.7.4 @ 2060.20/cum |
| 8 | dismentalling of roofing including ridges, hips ,vallies …..........................DSR 15.28.2@ 77.30/sqm |
| 9 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm 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 DSR12.50 @ 738.65/SQM |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 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 level up to floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg/cum cum 9860.40 |
| 11 | 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:- Cement mortar 1:6 (1 cement : 6 coarse sand) @ 9105.95/cum |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for (A)5.9.3 Suspended floors, roofs, landings, balconies, and access platforms @927.25/sqm |
| 13 | (B)5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 736.40 |
| 14 | 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: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 15 | DSR-Item13.47- Finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade : 13.47.1 New Work (Two or more coats applied @ 1.43 ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm). |
| 16 | DSR-Item-13.99 Painting with synthetic enamel paint of approved brand and manufacture of required colourto give an even shade : One or more coats. On Old Work. |
| 17 | DSR-Item-14.10 Refixing old glass panes with putty and nails |
| 18 | SOR-Item- As in item 730 but for 730B above but with PVC pipe (Kisan, Spreme or equivalent) 6 kg/sqm . Pressure 10 Cm. Dia (Water rain pipes) |
| 19 | Electric Work in damage switch board, MCB, Tubelight andelectrical completion |
| 20 | 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. 9.48.1 Fixed to steel windows by weldingDSR 9.48.1window, vantilator |
| 21 | \"Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces sqm 5804.35DSR 10.5.1 |
| 22 | \" 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 aggregate sqm 614.20DSR 11.3 |
| 23 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378)2 250x16 mm each 193.70DSR9.62.2 |
| 24 | 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 250x10 mm each 83.90 9.63.2 200x10 mm each 69.40 9.63.3 150x10 mm each 59.45 \"*DSR9.63.1 250x10mm |
| 25 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 9.66.1 125 mm each 39.95 9.66.1 each 29.70.DSR 9.66.1 |
| 26 | \"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: 5.1.2 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) cum 9045.7DSR 5.1.2 |
| 27 | \" 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) cum 7370.65 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7132.25.\"DSR 6.1.2 |
| 28 | TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.DSR 5.22.6 |
| 29 | 10.25 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.dsr 10.25.2 |
