Delhi schedule of rates 2014 pdf


 

Delhi Schedule of Rates Civil - - Ebook download as PDF File .pdf), Text File .txt) or read book online. Delhi Schedule of Rates Civil - storage and retrieval system, without permission, in writing, from the Director General, CPWD, New Delhi This Analysis of Rates for Delhi is prepared for . Delhi Schedule of Rates- includes the existing items of DSR with The cost index for DSR is with reference to Delhi Plinth Area Rates.

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Delhi Schedule Of Rates 2014 Pdf

This Delhi Schedule of Rates (E & M) is prepared for the use of CPWD. . The Delhi schedule of Rates (E&M) now replaces the Delhi Schedule of. This Analysis of Rates for Delhi is prepared for the use of CPWD. Analysis of Rates for Delhi, is published in two volumes i.e. Delhi. This Analysis of Rates for Delhi is prepared for the use of CPWD. Analysis of Rates for Delhi, is published in two volumes i.e. volume I & II as.

Skip to main content. Log In Sign Up. Jai Sri. No part of this publication, either in English or in Hindi, may be reproduced in any form or by any means, electronic or mechanical including photocopy, recording or any information storage and retrieval system, without permission, in writing, from the Director General, CPWD, New Delhi. However, this may be used by other Govt. Dealers In India Price: Gupta Tel: The Schedule of Rates for Electrical Works was first compiled in followed by number of revisions from time to time in order to bring it in line with the prevailing technology and market rate. The last Schedule of Rates for Electrical Works was published in which combined both internal and external electrical works. In addition, some of the items pertaining to MCBDBs have either been deleted or nomenclature enriched to take care of manufacturing practices.

Beldar Coolie Sundries day day L. Code No Description Beldar day Coolie day Sundries L. Labour for cutting in trees removing the roots from the soil and then filling in Pit and depresions. Quantity 0. Quantity 1. Quantity 3.

Beldar day for excavating channel rodding in chemical spraying the emulssion and refilling the same Sundries and rent of sprayer etc. Beldar for making holes at 45 deg and spraying the emulsion Mason brick layer 2nd class Sundries. Code No Description Unit Details of cost for 1. For measuring. Code No Description Unit For measuring.

Stone Aggregate Single size: All work up to plinth level: Mason average day 0. Code No Description 4. Code No Description Quantity 1: Sundries L. Coolie day Extra labour for lifting. Cement Concrete 1: Concrete work Centering and shuttering 1 Mould i Plate 3mm thick: Flooring ii 25mm thick cement concrete 1: Concrete work Extra labour for lifting 0. Cement concrete 1: Steel work 2 Moulding PlatformAssuming platform will become unserviceable after use of 40 times.

Assuming shuttering will become unserviceable after use of 40 Unit cum Quantity 0.

Nabhis N S R Non Schedule Rates Electrical 2014

Concrete work Centering and shuttering 1 Mould i Plate 3mm thick 0. Flooring Mortar 1: Concrete work Mortar for fixing cement mortar 1: Mortars Centering and shuttering 1 Mould i Plate 3mm thick. Extra Labour for lifting material upto floor V level Coolie Labour for hoisting and setting in position Mason brick layer 1 st class Beldar Cement mortar 1: Extra Labour for lifting material upto floor V level Coolie Labour for hoisting and setting in position Mason for plaster of paris work 1 st class Beldar Mortar for fixing cement mortar 1: Concrete work 6 mm rendering 1: Pipe Sleeve 50 mm dia mm long in the Bollard and M.

Reinforced cement concrete work Centering and shuttering3. Code No Description 5. Reinforced cement concrete work M. Concrete work Add deduct for difference of cost between 20mm size and Steel work Excavation0. Earth work Cement concrete 1: Mason brick layer 1st class Mason brick layer 2nd class Sundries Form work etc. Pipes 40 mm dia and mm long with xx6 mm M. Code No Description Unit Details of cost for per bag of 50kg.

Concrete work Add for delay: Cleaning surface and applying kerosene oil Beldar Heating the materialCoolie Spreading hot tar over damp proof course Painter Sundries Carriage of Kerosene. Note for item No. The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under the sub-soil water.

The depth of centre of gravity shall be reconed corrrect to 0. For C.

Uniform blending with cement is to be ensured in accordance with clauses 5. All works upto plinth level: Production cost of concrete by batch mix plant Carriage of concrete by transit mixer Pumping charges of concrete including Hire charges cum 1. Extra labour for lifting. Code No Description Unit Quantity Production cost of concrete by batch mix plant cum 1. Triangular counterfort. Concrete work A cum 1. Coolie 2. Coolie 1. Extra labour involved Coolie 0.

RCC 1: Plates size 0. Fitter grade 1 Beldar Shuttering oil Sundries. Siize of column xmm and 2. Steel plates for side and bottom plate size 1.

Total weight of all plates 3x5x Steel work Adjustable telescopic prop 3 m 2. Details of staircase. Side of waist 2. Side of steps. Cubical content For assembling. Reinforced cement concrete work Riser2x 10x0. Frame work in 2nd class kail wood Tie-1x3. Reinforced cement concrete work Newal Post Column 10x3. Bailies 6. Quantity for 7 such frames 7x0.

Strips 5cmx2. Code No Description Unit Tie-2x8x 0. Struts-2x 1. Ribs-6x 1. Carpenter 2nd class Beldar Sundries Quantity 10 cudm Reinforced cement concrete work Quantity 10 cudm Carpenter 2nd class Beldar Sundries Less cost of shuttering etc.

Assuming that the timber will become unserviceable after being used 8 times Planks 38 mm Second class kail wood Second class kail wood in planks 38mm thick4x4x1. Assuming that the timber will become unserviceable after being used 8 times Second class kail wood in planks i Planks 30mm thick 2nd class Kail wood 10 cudm 7.

Second class kail wood in planks 38mm thick 4x4x0. From bottom shuttering 10xl. Slant 10x0. Assuming that the timber will become unserviceable after being used 8 times Second class kail wood in planks or equivalent local soft wood 10 cudm Quantity Bottom 0. Bailies Labour for assembling.

Cubical contents 2. Code No Description Unit i Plank 30mm thick. Assuming that the timber will become unserviceable after being used 8 times Second class kail wood in planks i Planking 38mm thick. Bailies 4. Bottom 1x1. Cubic contents 1. Steel work 1. Carriage L. Cubical contents 6. Total weight of all plates 5x Steel work kg Steel plates for side and bottom plate size 1.

Fitter grade 1 day Beldar day Shuttering oil L. Suspended floors. Concrete work Centring and shuttering Rate as per Item Number 4.

Concrete work NB: Rate has been taken including cost of fixing in CM 1: Add Extra labour for moulding Mason brick layer 1 st class 0. Concrete work Extra labour for lifting0. Concrete work Extra labour for laying cement concrete in RCCwork Beldar 0. Extra labour for laying cement concrete in RCC work due to delay etc.

Concrete work Finisihing Rate as per Item Number Finishing Centring and shuttering: Transporting and setting L. Concrete work Centering and shuttering Rate as per Item Number 4. Code No Description Unit Labour for hoisting. Cement concrete l: Joists mmx80mm 4.

Consider 2 R. Concrete work Extra labour for laying C. Concrete work: Expanded metal 20 mm x 60 mm and 1. For straightening. For cutting and laying in position etc Blacksmith 1 st class Beldar day day 1. For straightening, cutting, bending, binding and placing in position Blacksmith 1 st class Beldar Sundries and binding wire.

For straightening, cutting, bending, binding and placing in position Blacksmith 1 st class day. Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1: Cement mortar 1: Mortars Mason average Coolie Bhisti Extra for removing burrs, cleaning with wire brushes. Extra for rendering smooth the top of suspended floors, landings and staircases treads and risers with cement mortar 1: Mason brick layer 1 st class Mason brick layer 2nd class Beldar Spreading earth on floor 7.

Details of cost for Weight of copper plate Details of cost for a joint of m length 2. Labour for heating, mixing and filling Mason brick layer 1 st class Mason brick layer 2nd class Beldar Sundries.

Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0. Details of cost for m length 2. Cost of m length 2. Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: Providing and fixing sheet covering over expansion joints with iron screws as per design. Non-asbestos fibre cement board 6mm thick as per IS: Multi purpose fibre high impact poly propelene reinforced cement board 6 mm thick Carriage of A.

Carpenter 2nd class Beldar. Strips-Aluminium fluted 3. Strips Aluminium fluted 3. Mason brick layer 1 st class Mason brick layer 2nd class Coolie Add for material cement mortar etc.

The depth of centre of gravity shall be reconed correct to 0. Details of cost for depth of water 0. Details of cost for 1 cum. Analysis same as per item number 4. Providing and laying in position machine batched and machine mixed design mix M grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: Excess or less cement used as per design mix is payable or recoverable separately.

All work upto plinth level. Details of cost for 1. Extra for providing richer mixes at all floor levels. Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular as per design and shape for floors and roofs in 1: Add for using extra cement in the items of design mix over and above the specified cement content therein.

Cement concrete in 1unit Top 0. Reinforced cement concrete work i Shuttering and centringFace in contact 4 x 0. Quantity 20 such units Reinforced cement concrete work.

Code No Description Hooks for lifting 2 x 1. Steel work Including carriage of bolts Sundries iv Transportation and erection labour for 20 units Mason for ornamental stone work 1 st class Beldar v Cost of pointing flush or deep ruled in cement mortar 1: Providing and laying in position ready mixed M 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.

Labour for pouring, consolidating and curing Mason average Beldar Bhisti Vibrator Needle type 40 mm Sundries Extra labour for lifting up to floor five level 0. Uniform blending with cement to be ensured in accordance with clause 5. Pumping charges of concrete including Hire charges of pump. Production cost of concrete by batch mix plant Carriage of concrete by transit mixer Pumping charges of concrete including Hire charges of pump.

Mason brick layer 2nd class Coolie Bhisti Scaffolding and sundries Extra labour for clean up process Beldar Extra machinery. Mason brick layer 2nd class day 0. The length of the bars in which coupler is to be provided should not be less than 4 metre.

Blacksmith 2nd class day 0. 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. Floor Joint of mm 1.

The joints system will be of extruded aluminum base members. 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. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. Blacksmith 1 st class day 0.

Material shall confirm to ASTM Floor Joint of mm Epoxy adhesive Carriage of material etc.

Wall Joint of mm Epoxy adhesive Carriage of material etc. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multi-cellular to facilitate movement. The joints shall be of extruded aluminum base members. Complete Roof Joint of mm 1. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments.

Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. The Joint System shall resists damage or deterioration from the impact of falling ice. The joints shall be of extruded aluminum base members with. 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.

Reinforced cement concrete work 5. The cost of hold fast and cc block of 1: Complete Roof Joint of mm Epoxy adhesive Carriage of material etc. Repairs to Building The frame shall be measured in running meter correct to two places of decimal. Cement Concrete M grade Code No Description 5. Reinforcement shall be measured and paid separately. Reinforced Cement Concrete. Labour and machinery excluding formwork to cater for extra lift P x 1. Portland Cement tonne Batching and Mixing Plant 75 cum per hour hour 1.

Providing M 50 grade Reinfroced cement Concrete data for Labour and Transit Mixer and Conrete Pump Unit. Providing M 60 grade Reinfroced cement Concrete data for Quantity tonne Reinforced Cement Concrete kilogram Reinforced cement concrete work cum Rate as per Item Number 5. Brick work with common burnt clay F. Brick work with common burnt clay modular bricks of class designation 7. Brick work with common burnt clay machine moulded perforated bricks of class designation With F.

Machine moulded perforated common burnt clay FPS non modular bricks of class designation Extra labour element required for lifting of materials above floor two level upto floor five Machine moulded common burnt clay modular perforated bricks of class designation Extra labour element required for lifting of materials above floor two level upto floor five level Coolie.

Common burnt clay F. Mason brick layer 1 st class Mason brick layer 2nd class Extra labour element required for lifting of materials above floor two level upto floor five level Coolie Bhisti Scaffolding Coolie. Mason brick layer 1 st class Mason brick layer 2nd class Coolie Bhisti. Scaffolding Extra labour element required for lifting of materials above floor two level upto floor five level Coolie.

Details of cost for 5. Extra for forming cavity 5 cm to 7. Mild steel 25mmx3mm section 30cm long 30 No. Providing half brick masonry with common burnt clay F. Half brick masonry 1: Brick work Bitumen felt type- 3 grade 1 lxl0mx Total Bitumen felt: Mason brick layer 1 st class Mason brick layer 2nd class Beldar.

Brick work 7 cm thick with common burnt clay F. Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.

Mortars cum 0. Taking a semi circular arch 3. Reinforced cement concrete work sqm 2. Mason brick layer 1 st class day 0. Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement mortar 1: Extra labour for lifting of material Above floor two level upto floor five level Extra for additional cost of centering for arches exceeding 6m span including all shuttering, bolting, wedging and removal Area of the soffit to be measured.

Second class kail wood in scantling Carriage of timber Fittings: Mild steel flat strap fitting Bolts Nos. Carpenter 2nd class Beldar Sundries Less cost of shttering etc.

Half brick masonry with common burnt clay F. Mason brick layer 1 st class Mason brick layer 2nd class. Extra labour for lifting materials: Mason brick layer 1 st class Mason brick layer 2nd class Coolie Bhisti Extra labour for lifting materials: Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means.

Amount Extra for providing and placing in position 2 Nos 6 mm dia M. S bars at every third course of half brick masonry. Details of cost for 10 sqm 6mm dia. Tile brick masonry with common burnt clay tile bricks of class designation 10 in foundation and plinth in: Tile brick masonry with common burnt clay machine moulded tile bricks of class designation Machine moulded common burnt clay tile bricks of class designation Tile brick masonry with common burnt clay tile bricks of class designation 10 in superstructure above plinth level up to floor V level in cement mortar 1: Mason brick layer 1 st class Mason brick layer 2nd class Coolie Bhisti Extra labour for lifting of materials Coolie Cost of sclafolding.

Mortars Sundries Centering and shttering area same as in item number 6. Tile brick masonry with common burnt clay F. Mason brick layer 1 st class Mason brick layer 2nd class Coolie Bhisti Extra labour for lifting of material Above floor two level upto floor five level Coolie Unit Quantity Nos Mortars Sundries and shuttering Centering and shuttering Area same as in item no 6.

Code No Description 3. Brick work Extra for delay due to fine work cum L. Brick work with bricks of class designation 75 in cement mortar 1: The quantity will be calculated by multiplying the depth measured from sub-soil water level upto the centre of gravity of brick work unnder sub-soil water with the quantity of brick work in cum executed under the sub-soil water.

Code No Description 6. Code No Description Unit Details of cost for 1 cum. S non modular bricks of class designation 7. Extra labour due to slow progress Mason brick layer 1 st class Mason brick layer 2nd class Beldar Coolie day day day day Quantity 0. Modular common burnt clay bricks of class designation 7. For selection of bricks in superstructure Beldar Mason brick layer 1 st class day day 0. Mason brick layer 1 st class Mason brick layer 2nd class Coolie Bhisti Extra labour element required for lifting of material above floor two level upto floor five level Coolie Sundries Quantity Nos Common burnt clay modular bricks class designation Machine moulded common burnt clay FPS non modular bricks of class designation Description C.

Description S. Slotted Cowl Terminal Guard 75 mm S. Slotted Cowl Terminal Guard mm S. Box for ceiling fan Pulley 40 mm dia Aluminium primer Red oxide Zinc chromate primer Copper acetate Hydrochloric acid Copper chloride Copper nitrate Ammonium chloride Mobil oil White marble slab Makrana second quality plain veined 18 mm thick Pink marble slab plain 18 mm thick Udaypur green marble slab plain 18 mm thick Black Zebra marble slab plain 18 mm thick Sand zone V Jamuna Brass mm mortice latch and lock with 6 levers without pair of handles Pair of Anodised Aluminium lever handles for mm mortice latch and lock Vitreous china flat back wash basin x mm Vitreous china 10 litres low level cistern without fittings Vitreous china 10 litres low level cistern with fittings F.

Description Galvanised Steel perimetre Channel Size 20x27x30x0. Chromium plated brackets curtain rods Acid Proof cement M. Brackets for curtain rod 20 mm Nickel plated M.

Butt hinges x90x4 mm Brackets for curtain rod 25 mm Oxidised mild steel screws 35 mm Mild steel conduit pipe heavy type ISI marked mm dia Mild steel conduit pipe heavy type ISI marked mm dia Rolling shutters of 80x0.

Hydraulic door closer tubular type Aluminium section body Oxidised M. Tee mm Expanded polystyrene type N- Normal Expanded polystyrene type - SE Stainless steel kitchen sink - with drain board bowl depth mm Stainless steel kitchen sink - with drain board x mm bowl depth mm Stainless steel kitchen sink - with drain board x mm bowl depth mm Stainless steel kitchen sink - with drain board x mm bowl depth mm Stainless steel kitchen sink - without drain board x mm bowl depth mm Stainless steel kitchen sink - without drain board x mm bowl depth mm Stainless steel kitchen sink - without drain board x mm bowl depth mm Coloured Orissa pattern W.

Table rubbed polished stone 18 mm thick 75x50cm Agaria Marble stone - 18 mm thick Table rubbed polished stone 18mm thick 75x50cm Granite stone18 mm thick Vertical load testing initial of piles in accordance with IS: Brass bibcock 15 mm C. Brass long nose bibcock 15 mm C. Brass long body bibcock 15 mm C.

Brass stop cock concealed 15 mm C.

Brass angle valve 15 mm Pressed clay tiles 20mm thick x mm size Plain ceiling tiles BWP type phenol formaldehyde synthetic resin bonded xx12 mm Semi perforated ceiling tiles xx12 mm 25 mm thick particle board. Cadmium plated full threaded steel screws 30x4 mm dia Aluminium washer 2 mm thick 15 mm dia 12 mm M.

S of S. R quality mm dia Rubber Gaskets Conforming to I. R quality mm dia Rubber Gaskets Conforming to 1. R quality mm dia Ductile Iron K - 12 specials suitable for push on jointing up to mm dia Ductile Iron K - 12 specials suitable for push on jointing over mm dia Ductile Iron specials suitable for mechanical jointing as per I. Pipe of Class B conforming to I. Description Ductile Iron Specials suitable for mechanical jointing as per I. Pipe specials suitable for mechanical joint as per I.

Pipe Specials suitable for mechanical joint as per I. S bail plug mm dia M. Description Screwed double flanged centrifugally cast spun C. Ceramic Glazed Tiles 1st quality x in all shades designs except White. Grating square slit mm P. Rectified Ceramic Glazed Tiles 1st quality x mm or more in all shades designs except White.

Fume Red Brown etc. Stop cock concealed 15 mm 15 mm nominal bore and 30 cm length PVC connection pipe with P. Fume Red brown etc. Nuts 15 mm nominal bore and 45 cm length PVC connection pipe with P. Rectified Ceramic Glazed Tiles 1st quality x mm or more in all shades designs White.

Description uPVC slotted pipe mm dia as per IS: Urinal cock 15 mm dia P. Nuts P. Bib cock with nozzle 15 mm P. Description P. Calcium Silicate tegular edged celling tiles x mm and 15 mm thick Galvanised Steel main Tee ceiling section Size 24x38x0. Metal Primer U. Description Stainless steel butt hinges 50x37x1. Description Poly propylene. PVC coated to outer dia 5 mm sqm M sqm Kerb stone M.

Single piece extruded door frame of profile size 50 mm x 47 mm with wall thickness of 5 mm 35 mm thick factory made solid panel PVC door shutter of single piece extruded profile non decorative finished Matt finished 35 mm thick factory made solid panel PVC door shutter of single piece extruded profile decorative finished wood grain finished Stainless steel wire guage Grade aperture 1.

Sheet of section mm x 57 mm duly filled with vermuculite based concrete mix Fire rated door shuttere made with 16 SWG G. U beading of 16 SWG G. Description Female Threaded Elbow 90 for Driving end tubes for diaphragm wall mm dia. Sundries Nos pair kg sqm sqm L. Unloading and stacking Note: Ductile Iron pipes k7 mm dia Cast iron pipes mm dia Cast iron ptpes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia Cast iron pipes mm dia BASIC RATES: The length of S.

Stainless Steel pipes below mm dia and other heavy materials tonne Steel cylinder. Steel cylinders. The length of socketed pipes shall be measured exclusive of internal depth of sockets The length of asbestos cement pipes shall be measured exclusive of internal depth of sockets.

Description 1 2 1. No deduction shall be from carriage rates for direct unloading or loading. And similar heavy materials. Tonne Description 2. Excavating trenches of required width for pipes. Extra for excavating trenches for pipes. Rate is over corresponding basic item for depth upto 1. All kinds of soil 2. Measurements to be taken of the face area timbered: Measurements to be taken of the face area timbered.

Face area of the timber permanently left to be measured. Close timbering in trenches including strutting. Open timbering in trenches including strutting and shoring complete measurements to be taken of the face area timbered: Face area of timber permanently left to be measured. Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish.

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. Felling trees of the girth measured at a height of 1 m above ground level. Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

Filling available excavated earth excluding rock in trenches. Extra for every additional lift of 1. Deduct for disposed soil not levelled and neatly dressed. Unit Filling with available fly ash and earth excluding rock in trenches or embankment in layers each layer should not exceed 15 cm.

Supply and stacking of Fly ash conforming to IRC. These rates are exclusive of water charges. All work up to plinth level: SITU 4. Code No.. Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1: Providing and laying damp-proof course 40 mm thick with cement concrete 1: Providing and laying damp-proof course 50 mm thick with cement concrete 1: Precasting and placing in position mm dia Bollards mm high of required shape, including providing M.

Pipe Sleeve 50 mm dia mm long in the Bollard and M. Pipes 40 mm dia and mm long with xx6mm M. Extra for concrete work in superstructure above floor V level for each four floors or part thereof. Note for item No. The depth of centre of gravity shall be reckoned correct to 0. Making plinth protection 50 mm thick of cement concrete 1: Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter microns and specific gravity of 1.

Per Bag of 50 Kg of cement. Providing and laying in position ready mixed plain cement concrete, using fly ash and 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.

Uniform blending with cement is to be ensured in accordance with clauses 5. 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.

Posts and Struts sqm CAST R.. Description 5. Providing and fixing in position copper plate as per design for expansion joints. Extra for rendering smooth the top of suspended floors. Providing and fixing sheet covering over expansion joints with iron screws as per design. 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 For Item No. Providing and laying in position ready mixed M grade concrete for reinforced cement concrete work. Providing and placing in position precast reinforced cement concrete waffle units.

The length of the bars in which coupler is to be provided should not be less than 4 metre. The above item shall be used judiciously where specified quality of Fly Ash is available for mixing in concrete.

The joints system will be of extruded aluminum base members. Uniform blending with cement to be ensured in accordance with clauses 5. The joints shall be of extruded aluminum base members with. The joints shall be of extruded aluminum base members. Material shall confirm to ASTM The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments.

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. The Joint System shall resists damage or deterioration from the impact of falling ice. 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.

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. The cost of hold fast and cc block of 1: The frame shall be measured in running meter correct to two places of decimal. Cement content considered in this item is Kg. Reinforcement shall be measured and paid separately. S Nos Type 3 grade 1 sqm Description Machine moulded common burnt clay FPS non modular bricks of class designation Brick work with common burnt clay machine moulded perforated bricks of class designation Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement mortar 1: Providing half brick masonry with common burnt clay F.

Brick work 7 cm thick with common burnt clay F. Extra for additional cost of centering for arches exceeding 6m span including all shuttering.

Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.

Description 6. The quantity will be calculated by multiplying the depth measured from sub. Half brick masonry with non modular fly ash bricks of class designation Providing and laying autoclaved aerated cement blocks masonry with mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1: The rate includes providing and placing in position 2 Nos 6 mm dia M. Deleted Providing and laying Gypsum panel partitions mm thick with water proof Gypsum panels of size xx mm.

Deleted Deleted Brick edging 7cm wide Gypsum blocks will have a minimum compressive strength of 9. Cement mortar 1: Exposed face machine cut and table rubbed with rough backing.

To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately: White sand stone. Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1: 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. Only structural steel frame work shall be measured for the purpose of payment.

The frame work shall be fixed to the wall with the help of M. Portland Cement day tonne Description 8. Vanities etc. Providing and laying flamed finish Granite stone flooring in required design and patterns. Cherry Red. Elite Brown. Fire Red or Dark Emperadore etc. Marble stone work for wall lining veneer work including dado.

Cat Eye or equivalent. Flamed finish granite stone slab Jet Black. Rosso verona. Brackets for curtain rod 25 mm Oxidised mild steel screws 35 mm Mild steel conduit pipe heavy type ISI marked mm dia each 8. Brackets for curtain rod 20 mm each 8. Description Mild steel conduit pipe heavy type ISI marked mm dia Rawl plug 50 mm designation 10 nos Teak wood lipping of size 25x3 mm in pelmets Flat pressed 3 layer and graded particle board medium density Grade 1 conforming to IS: I as per IS: Type II conforming to IS: Sheet of section mm x 57 mm duly filled with vermuculite based concrete mix metre Single piece extruded door frame of profile size 50mm x47mm with wall thickness of 5 mm 35 mm thick factory made solid panel PVC door shutter of single with extruded profile non decorative finished Matt finished 35 mm thick factory made solid panel PVC door shutter of single piece extruded profile decorative finished wood grain finished metre Wood work items may be substituted with available species of wood as per direction of Engineer-in-charge for which rates shall be derived from the relevant items.

Providing wood work in frames of false ceiling. Grade 1. II marked: I or graded wood particle board FPTI. Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Type II marked: Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors. Grade I. Type II. Grade Type II IS: Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm thick in doors.

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors. Providing and fixing glazed shutters for doors. Area of opening for glass panes excluding portion inside rebate shall be measured 9. Area of opening for glass panes excluding portion inside rebate shall be measured. Description 9. Shutter area to be measured. Piano hinges IS: Type II exterior grade IS: Extra for providing vision panel not exceeding 0.

DELHI SCHEDULE OF RATES

Providing and fixing wire gauge shutters using galvanized M. Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M. ISI marked IS: Providing and fixing 18 mm thick. Pipe 20 mm dia. Flat 10 cm long fixed to pelmet with hollock wood cleats of size mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts.

Providing and fixing fly proof galvanized M. Providing and fixing expanded metal 20x60 mm strands 3. Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7. Providing beams including hoisting. In coastal areas.

Barrel type with necessary screws etc. Safety chain with necessary fixtures for doors. Providing and fixing bright finished brass mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc.

Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer having brand logo with ISI. Providing and fixing bright finished brass handles with screws etc.

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer having brand logo with ISI. Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. Description mm. Providing and fixing chromium plated brass casement stays straight peg type with necessary screws etc. Providing and fixing chromium plated brass handles with necessary screws etc.

ISI marked. Providing and fixing bright finished brass mm mortice latch and lock. Providing and fixing aluminium handles. Aluminum hinges shall not be used in wooden shutters. Providing and fixing aluminium sliding door bolts. Providing and fixing 50 cm long aluminium kicking plate of size x3.

Bending Strength kg. The boards are to be fixed to the frame work with joints staggered to avoid through cracks. Bright Bar Rod weighing not less than 34 gms each The styles and rails mitred and joint at the corners by means of M.

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The hinge side vertical of the frames reinforced by galvanized M. I wire on existing support complete as per direction of Engineer-in-charge. Providing and fixing bright finished mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M. For W. The shutter frame filled with a uPVC multi-chambered single panel of size not less than mm. The styles of the shutter reinforced by inserting galvanised M.

Stickers indicating the locations of hardware will be pasted at appropriate places sqm I cannot even describe how much Course Hero helped me this summer. In the end, I was not only able to survive summer classes, but I was able to thrive thanks to Course Hero. SRM University. No part of this publication, either in English or in Hindi, may be reproduced in any form or by any means, electronic or mechanical including photocopy, recording or any information storage and retrieval system, without permission, in writing, from the Director General, CPWD, New Delhi This Delhi Schedule of Rates is prepared for the use of CPWD.

However, this may be used by other Govt. CPWD shall not be responsible for any ambiguity, discrepancy, dispute or financial loss, arising directly or indirectly by using or following items of DSR by such Govt. All leading Govt.

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