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| 1 | DSR ITEMS |
| 2 | PLAIN CEMENT CONCRETE |
| 3 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions asper IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineerin- charge.Note : 1) Excess/less cement used than specified in this item is payable/recoverable separately than specified in this item is payable/recoverable separately |
| 4 | All works above plinth and upto floor V level : |
| 5 | M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) |
| 6 | Extra for concrete work in superstructure above floor V level for each four floors or part thereof. |
| 7 | REINFORCED CEMENT CONCRETE |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/ recoverable separately). |
| 9 | All works above plinth level upto floor V level |
| 10 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. |
| 11 | PD3 to PD6 |
| 12 | PD7 and above |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 14 | SHUTTERING |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 19 | Weather shade, Chajjas, corbels etc., including edges |
| 20 | Stairs, (excluding landings) except spiral-staircases |
| 21 | REINFORCEMENT |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 24 | BLOCKWORK, PLASTERING AND FINISHING |
| 25 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 26 | Cement plaster (1:3) finished with a floating coat of neat cement. |
| 27 | 12 mm cement plaster - internal |
| 28 | 15 mm cement plaster-external |
| 29 | Extra for providing and mixing water proofing material in cement plaster |
| 30 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 31 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 33 | Wall painting with premium acrylic emulsion paint of interior grade, 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. |
| 34 | Two coats |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 36 | Two or more coats on new work |
| 37 | Wall painting withacrylic 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. |
| 38 | Two or more coats on new work |
| 39 | FLOORING WORKS |
| 40 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 41 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 42 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 43 | Granite Work |
| 44 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 45 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 46 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 47 | ALUMINIUM WORKS |
| 48 | 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 fasteners to be paid for separately) : |
| 49 | For fixed protion |
| 50 | Powder coated aluminium (minimumthickness of powder coating 50 micron) |
| 51 | 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): |
| 52 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 53 | 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 : |
| 54 | 100x10 mm |
| 55 | STRUCTURAL WORKS |
| 56 | Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. |
| 57 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 58 | M S Tube |
| 59 | WATER PROOFING WORKS |
| 60 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 |
