| 1 | 1 | Tightening of EPDM screws in GI profile sheet roofing including fixing of missing screws, arresting roof leakage by providing and applying sealant compound/ GI washers and other roof leaking arresting materials wherever required over EPDM screws including providing safety measures for the labourers to work at higher elevation viz., ropes etc., insurance coverage for labourers and hiring of required T&P etc complete.\n | | 900 | Each |
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| 2 | 2 | Tightening of GI J or L hooks in AC sheet/ GI sheet roofing including removal of clotted bitumastic compound wherever necessary, arresting roof leakage by providing and applying bitumastic compound of approved brand and bitumen/ GI washers and other roof leaking arresting materials wherever required over J bolts including providing safety measures for the labourers to work at higher elevation viz., ropes etc., insurance coverage for labourers and hiring of required T&P complete. \n(Analyzed item based on DSR 2018 rates) | | 7800 | Each |
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| 3 | 3 | Providing and laying tarfelt/ plastic felt/ bitumen felt sheet with Shalibond CS over AC sheet roofing wherever necessary including providing and applying Shalibond CS & Bitumen felt :Type 3 grade 1 of approved brand wherever required over roof including providing necessary safety measures for the labourers to work at higher elevation, ropes etc., insurance coverage for labourers and hiring of requiring T&P complete.\n | | 216 | Sqm |
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| 4 | 4 | Cleaning of storm water drains in all depths and width including removal of debris/ rubbish and disposal of the same in all leads and lifts, filling in low lying areas and levelling complete in the depot premesis as directed by the Engineer- in-Charge and the drain to be kept clean during the period of monsoon.\n | | 1600 | Metre |
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| 5 | 5 | Cleaning of service water drains around godown in all depths and width including removal of debris/ rubbish and disposal of the same in all leads and lifts, filling in low lying areas and levelling complete in the depot premesis as directed by the Engineer-in-Charge and the drain to be kept clean during the period of monsoon.\n | | 1850 | Metre |
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| 6 | 6 | Servicing to the rolling shutters including cleaning the side guides, springs and shaft etc., with kerosene oil, providing and applying freash grease, applying tension to the springs, replacing damaged parts and welding locking plates, stoppers etc., wherever necessary etc. complete as directed by the Engineer-in- charge. (Rolling shutter parts like lathes, springs etc. will be supplied at free of cost)\n\n | | 122 | Each |
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| 7 | 7 | Supplying rolling shutter springs of 27.5 cm long wire spring grade no.2 for rolling shutters etc. complete as directed by Engineer-in-charge.\n | | 30 | Each |
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| 8 | 8 | Supplying of 80x1.25mm machine rolled lathes/ bottom plates arrangement for inside and outside locking with push and pull operation etc.complete of required thickness etc. for rolling shutters as directed by Engineer-in-charge. | | 16 | Sqm |
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| 9 | 9 | Providing and fixing ball bearing for rolling shutters. | | 30 | Each |
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| 10 | 10 | 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 | | 10 | Sqm |
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| 11 | 11 | Providing and replacing 6 mm thick corrugated AC sheets in roofing including dismantling broken AC sheet upto any pitch and fixing with polymer coated J or L hooks bolts and nuts 8 mm dia GI plain and bitumen washers etc. complete as per directions of Engineer-in-charge (excluding the cost of purlins, rafters and trusses) including cutting sheets to size and shape wherever required. | | 162 | Sqm |
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| 12 | 12 | Providing and fixing ridges and hips in asbestos cement sheets roofing. Close fitting adjustable ridges. | | 36 | Metre |
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| 13 | 13 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, 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 : Ridges plain (500 - 600mm) | | 15 | Metre |
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| 14 | 14 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | | 12 | Sqm |
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| 15 | 15 | 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. With cement mortar 1:4 (1cement: 4 coarse sand) \n | | 75 | Sqm |
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| 16 | 16 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc.\nas per direction of Engineer-in-Charge. \n | | 13 | Sqm |
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| 17 | 17 | Supply of services of semi-skilled labour like carpenter, sewer man, plumber etc. on daily rate basis for day-to-day maintenance atleast weekly once as per direction of Engineer-in-charge. | | 3 | Day |
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| 18 | 18 | Supply of services of labour like beldar, coolie, helper etc. on daily rate basis for day-to-day maintenance atleast weekly once as per direction of Engineer-in-charge. | | 6 | Day |
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| 19 | 19 | 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. | | 30 | Cum |
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| 20 | 20 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore | | 5 | Each |
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| 21 | 21 | Providing and fixing brass stop cock of approved quality : 15 mm nominal bore | | 2 | Each |
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| 22 | 22 | 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. 25 mm nominal outer dia Pipes. | | 25 | Metre |
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| 23 | 23 | 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. 20 mm nominal outer dia Pipes | | 15 | Metre |
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| 24 | 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | | 260 | Sqm |
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| 25 | 25 | Lettering with black Japan paint of approved brand and manufacture. | | 3730 | per letter per cm height |
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| 26 | 26 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc, complete. | | 85 | Sqm |
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| 27 | 27 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) and Neat cement punning. | | 450 | Sqm |
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| 28 | 28 | White washing with lime to give an even shade:Old work (two or more coats). | | 85 | Sqm |
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| 29 | 29 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @ 0.90 ltr/10 sqm).\n | | 65 | Sqm |
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| 30 | 30 | 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 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. (For the purpose of measurement the entire treated surface will be measured.)\n | | 32 | Sqm |
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| 31 | 31 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below. | | 4 | Each |
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| 32 | 32 | 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) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) \n | | 80 | Kg |
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| 33 | 33 | 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): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm) | | 7 | Sqm |
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| 34 | 34 | Demolishing brick work manually/ by mechanical means including\nstacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. | | 7.5 | Cum |
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| 35 | 35 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 (1 cement : 4 coarse sand). | | 9.5 | Cum |
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| 36 | 36 | 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. | | 35 | Kg |
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| 37 | 37 | Distempering with 1st quality acrylic distemper, 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 One coat. | | 500 | Sqm |
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| 38 | 38 | Demolishing cement concrete manually/ by mechanical means\nincluding disposal of material within 50 metres lead as per direction of Engineer - in - charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | | 15 | Cum |
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| 39 | 39 | 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. | | 36 | Cum |
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| 40 | 40 | Supplying and filling in plinth with sand under floors, including watering,\nramming, consolidating and dressing complete. | | 6 | Cum |
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| 41 | 41 | Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | | 6 | Cum |
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| 42 | 42 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. | | 160 | Sqm |
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| 43 | 43 | Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | | 48 | Cum |
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| 44 | 44 | Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete above plinth level. Cold twisted bars. | | 30 | Kg |
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| 45 | 45 | Providing, hoisting and fixing above plinth level up to floor five level precast\nreinforced cement concrete work in string courses, bands, copings,\nbed plates, anchor blocks, plain window sills and the like, including the\ncost of required centering, shuttering but , excluding cost of\nreinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3\ngraded stone aggregate 20 mm nominal size). | | 0.5 | Cum |
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| 46 | 46 | Deduct towards cost of salvage value of dismantled materials received from specified items which shall be issued to contractor and shall be cleared by the cotractor from the site of workwith all leads and lifts complete as directed by the Engineer In Charge as is where is basis. for steel related items. | | 60 | Kg |
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| 47 | 47 | Deduct towards cost of salvage value of dismantled materials received from specified items which shall be issued to contractor and shall be cleared by the cotractor from the site of workwith all leads and lifts complete as directed by the Engineer In Charge as is where is basis. for AC sheets . | | 162 | Sqm |
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