Analysis of Rates for Delhi shall be very items and also corresponding new items introduced in DSR 3. Following are the salient features of DSR- 3.
DSR- is a bilingual Hindi version will follow. Field Crop Vegetables Distributorship. Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc. All rights reserved Sehgal Doors. Corrigendum for minor correction in Annual C. Current Tender Archieve News. Union 32 mm nominal bore each Union 20 mm nominal bore each Union 25 mm nominal bore each Union 50 mm nominal bore each Union 40 mm nominal bore each Union 80 mm nominal bore each Union 65 mm nominal bore each Size 10 mm x mm 10 Nos M10 each Couple pair Normal ml each Size 10 mm x 80 mm 10 Nos Type P.
Non Staining ml each Size 10 mm x 60 mm 10 Nos Top Hung ". I sheet with ceramic tape. DC cartridge I U beading of 1. Brass union 40mm dia each I fasteners x 8 mm each Slotted Cowl Terminal Guard 75 mm each Slotted Cowl Terminal Guard mm each Box for ceiling fan internal dia mm. Brackets for curtain rod 20 mm each 7. Light shade using white cement sqm Butt hinges x90x4 mm 10 Nos Brackets for curtain rod 25 mm each 8.
Normal 50 mm thick sqm SE 50 mm thick sqm Tee mm each Brass long body bibcock 15 mm each Brass stop cock concealed 15 mm each Brass angle valve 15 mm each Brass long nose bibcock 15 mm each Brass bibcock 15 mm each Type II conforming to IS : exterior grade 18 mm thick sqm Type II conforming to IS : exterior grade 25 mm thick sqm Type II conforming to IS : exterior grade 12 mm thick sqm Towel Rail mm long each Ball each Towel Ring xx37 mm each Urinal Spreader 15 mm each R quality mm dia each S of S.
Pipe class LA mm dia metre Pipe of Class B conforming to I. Pipe specials suitable for mechanical joint as per I. Pipe Specials suitable for mechanical joint as per I. Pipe Specials as per IS suitable for lead jointing over mm dia quintal Pipe Specials as per IS suitable for lead jointing up to mm dia quintal S Nos M sqm S bail plug mm dia each Urinal cock 15 mm dia each Fume Red brown etc. Bib cock with nozzle 15 mm each Nuts each Stop cock concealed 15 mm each Fume Red Brown etc.
Grating square slit mm each I sheet minutes fire rating metre I sheet minutes fire rating including hinges without glass panels sqm I main runner 15 x32 mm of mm length. S screws with plastic rawl plugs each I cross-T 15 x32 mm of mm length.
I hanger rod 6mm dia fully threaded upto mm length each Mesh wire diameter 2. Mesh wire diameter 3. Kerb stone M. PVC coated to outer dia 5 mm sqm U beading of 16 SWG G. Single piece extruded door frame of profile size 50 mm x 47 mm with wall thickness of 5 mm metre Sheet of section mm x 57 mm duly filled with vermuculite based concrete mix metre Minimum thickness to be 7.
Material Unit Cost of carriage Every additional Remarks including loading. Steel cylinder. Code Description Unit Rate 1 2 3 4 5 6 No. Steel cylinders. The length 1. Code S. Rate is over corresponding basic item for depth upto 1.
Measurements to be taken of the face area timbered : 2. Measurements to be taken of the face area timbered.
Face area of timber permanently left to be measured. Face area of the timber permanently left to be measured. The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions.
The unit. The depth shall be reckoned correct to 0. All work up to plinth level : 4. Pipes 40 mm dia and mm long with xx6mm M. Pipe Sleeve 50 mm dia mm long in the Bollard and M. The depth of centre of gravity shall be reckoned correct to 0.
The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. Uniform blending with cement is to be ensured in accordance with clauses 5.
The above item shall be used judiciously where specified quality of Fly Ash is available for mixing in concrete. All work up to plinth level : 5. Posts and Struts sqm Kg The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.
Note :. Uniform blending with cement to be ensured in accordance with clauses 5. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. The Self. Material shall conform to ASTM The joints system will be of extruded aluminum base members.
System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The joints shall be of extruded aluminum base members. The joints shall be of extruded aluminum base members with. The Joint System shall resists damage or deterioration from the impact of falling ice. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement.
The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Material shall confirm to ASTM System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments.
Reinforcement shall be measured and paid separately. Cement content considered in this item is Kg. The frame shall be measured in running meter correct to two places of decimal. The quantity will be calculated by multiplying the depth measured from sub. The rate includes providing and placing in position 2 Nos 6 mm dia M. Gypsum blocks will have a minimum compressive strength of 9.
The payment of RCC band and reinforcement shall be made for seperately. Exposed face machine cut and table rubbed with rough backing. Exposed face fine dressed with rough backing. The quantity will be calculated by multiplying the depth measured from sub-soil water level up to the centre of gravity of stone work under sub.
To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately. The steel frame work. Wirtschaftliche Entwicklung im Dachdeckerhandwerk.
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