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Cpwd dsr 2007 pdf

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pdf. DSR Book Vol 1 (English Version) Final. Pages years viz , , , , , , , , (Reprint), , & Earlier This DSR shall be read along with CPWD specifications Vol. given for DSR items, shall also be read in conjunction with description and unit of respective item corresponding to DSR code no. specified in 'DSR (DELHI. ELECTRICAL WORKS. As per DSR Non DSR Items. 4. FIRE FIGHTING & FIRE ALARM WORKS. As per DSR


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CPWD-DSR_2 - Free ebook download as PDF File .pdf), Text File .txt) or Delhi Schedule of Rates, is the revised edition of Delhi Schedule of This . Dsr - Ebook download as Excel Spreadsheet .xls), PDF File .pdf), Text File Delhi Schedule of Rates, being published by C.P.W.D. from time to time, is a. , prices of labour and materials have registered substantial increase. Besides the DSR has been included in this Analysis of Rates for Delhi

Providing flat iron brackets 50x3mm size with necessary bolts, nuts and washers etc. Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: Items with lime mortar which are not in use now a days have 9. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1. For 2nd class teak wood and other inferior class of wood shutters. Description with necessary screws. Urinal cock 15 mm dia each

Pipe of Class B conforming to I. S Nos S bail plug mm dia each Grating square slit mm each Urinal cock 15 mm dia each Bib cock with nozzle 15 mm each Stop cock concealed 15 mm each Nuts each I sheet minutes fire rating metre I sheet minutes fire rating including hinges without glass panels sqm S screws with plastic rawl plugs each I main runner 15 x32 mm of mm length, 0.

I cross-T 15 x32 mm of mm length, 0. I hanger rod 6mm dia fully threaded upto mm length each Mesh wire diameter 3. Mesh wire diameter 2. Kerb stone M - 25 cum 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 U beading of 16 SWG G. Minimum thickness to be 7.

The length 1. Rate is over corresponding basic item for depth upto 1. Measurements to be taken of the face area timbered. 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 unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level upto the centre of gravity of the quantity executed in difficult conditions.

The depth shall be reckoned correct to 0. These rates are exclusive of water charges, overheads and contractor's profit. Pipe Sleeve 50 mm dia mm long in the Bollard and M. Pipes 40 mm dia and mm long with xx6mm M. The depth of centre of gravity shall be reckoned correct to 0.

Uniform blending with cement is to be ensured in accordance with clauses 5. Kg Uniform blending with cement to be ensured in accordance with clauses 5. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor 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.

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.

Material shall conform to ASTM The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B 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, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel.

Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement.

Material shall confirm to ASTM The frame shall be measured in running meter correct to two places of decimal. Reinforcement shall be measured and paid separately. 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. To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately: 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, stainless steel cramps and pins etc. The frame work shall be fixed to the wall with the help of M. Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.

U beading of 1. Sheet with ceramic tape of suitable thickness metre Sheet minutes metre Sheet minutes , including hinges but without glass panels but including wastages sqm Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 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. Shutter area to be measured. Piano hinges IS: 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. Safety chain with necessary fixtures for doors, weighting not less than gms each The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.

Bright Bar Rod weighing not less than 34 gms each I wire on existing support complete as per direction of Engineer-in-charge. The hinge side vertical of the frames reinforced by galvanized M. The styles and rails mitred and joint at the corners by means of M. The styles of the shutter reinforced by inserting galvanised M. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.

For W. PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. Core of the door shutter should be filled with High Density Polyurethane foam.

Stickers indicating the locations of hardware will be pasted at appropriate places sqm The door frame to be fixed to the wall using M.

Top, bottom and lock rails shall be provided both side of the panel. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides.

Dsr | Mortar (Masonry) | Concrete

The styles and rails shall be reinforced with M. Solid PVC extruded bidding push fit type will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. The frame is fitted with intumuscent fire seal strip of size 10x4 mm minimum alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc.

The door frame to be fixed to the wall using 8 x mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. Providing with PVC snapfit beads and panel of size mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge.

Cum Tonne Pipes below mm dia. Materials Unit Cost of carriage including loading. Piipes and unreinforced cement pipes 1. C pipes. The length of asbestos cement pipes shall be measured exclusive of internal depth of sockets. Pipes shall be measured overall. The length of socketed pipes shall be measured exclusive of internal depth of sockets. Code Description No. Remarks 3 4 5 or into siding.

Day Day Day Day Day Code Description No 2. Rate is over corresponding basic item for depth upto 1. Measurements to be taken of the face area timbered. Face area of timber permanently left to be measured. Measurements to be taken of the face area timbered: The depth shall be reckoned correct to 0. Note for itemTheno. Face area of the timber permanently left to be measured. The unit. Code Description No concentration. Code Description Unit No 3.

These rates are exclusive of water charges. Rate Rs. Day Day Day Day Code Description No Corner angle 45x45x5 mm 1. Code Description Unit No 4. Code Description No surfaces complete.

Pipe Sleeve 50 mm dia mm long in the Bollard and M. Pipes 40 mm dia and mm long with xx6mm M. The depth of centre of gravity shall be reckoned correct to 0.

2007 pdf dsr cpwd

Note for item No. Posts and Struts. Code Description No 5. Code Description No reinforcement with 1: Code Description Unit No 5. Note For Item No. All work up to floor V level. All works up to floor V level. Type 3 grade 1 Mild steel round bar 12 mm dia and below Flats upto 10 mm in thickness Bolts and nuts upto mm in length Second class kail wood in scantling Mild steel flat strap fitting Diesel oil F.

Day per day Day Code Description No Machine moulded FPS bricks of class designation Machine moulded tile bricks of class designation Code Description No 6. Code Description Unit No in superstructure. Gypsum blocks will have a minimum compressive strength of 9.

Day Day Code Description Unit No 7.

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To be secured to the backing by means of cramps which shall be paid for separately: Code Description Unit No matching the stone shade: S Bricks sqm 7. The steel frame work. To be secured to the backing by means of cramps which shall be paid for separately 7. Veneer work backing filled with a grout of 12mm thick cement mortar 1: Only structural steel frame work shall be measured for the purpose of payment. Day Day Day To be secured to the backing by means of cramps. Vanities etc. Code Description No 8.

Code Description No Brass tower bolt barrel type x10 mm Brass tower bolt barrel type x10 mm Brass tower bolt barrel type x10 mm Brass handles mm with plate x32 mm Brass handles mm with plate x32 mm Brass handles75 mm with plate x32 mm Brass door latch x16x5 mm 0. WORK Code Description No Chromium plated Brass casement stays straight peg type mm weighing not less than 0.

Code Description No Oxidised mild steel parliamentary hinges 75xx20x2. Code Description No Anodised Aluminium butt hinges 75x45x3. Code Description No Nickeled Chromium Brass cupboard lock 50 mm size Nickeled Chromium Brass cupboard lock 65 mm size Nickeled Chromium Brass cupboard lock 75 mm size Ply wood 5 ply with teak ply on both faces 9 mm thick Ply wood 5 ply with teak ply on one face and commercial ply on another face 9 mm thick Ply wood 7 ply with teak ply on one face and commercial ply on another face 9 mm thick Kiln seasoning of timber Hollock wood in planks Brass mm mortice latch and lock with6 levers without pair of handles Pair of Anodised Aluminium lever handles for mm mortice latch and lock Joint tape roll Dash fastener All drive screws for gypsum board Primer for gypsum board Chromium plated brackets curtain rods Galvanised wire mesh of average width of aperture 1.

Code Description No than 0. Code Description No Coir veneered board 4mm thick Coir veneered board 6mm thick Coir veneered board 12mm thick Coir veneered board 18mm thick 24 mm thick Factory made shutters with frame.

Code Description No Telescopic drawer channels mm long. S butt hinges with necessary screws excluding. Type II marked: Code Description No 9. Grade I. Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Type II IS: Coir veneer board conforming to IS: Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Area of opening for glass panes excluding portion inside rebate shall be measured 9.

Type II. Area of opening for glass panes excluding portion inside rebate shall be measured. S butt hinges with necessary screws. Shutter area to be measured.

Type II exterior grade IS: Type II and fittings mer fittings sqm Code Description No with necessary screws. Piano hinges IS: ISI marked IS: Flat 10 cm long and rawl plug 50 mm long designation 10 No.

Pipe 20 mm dia. Flat 10 cm metre Code Description No aperture 1. Code Description No hinges with necessary screws etc. Barrel type with necessary screws etc. Safety chain with necessary fixtures for doors.

Weighting not less than gms. Code Description No centre. Bright Bar Rod weighing not less than 34 gms. The styles of the shutter reinforced by inserting galvanised M. The styles and rails mitred and joined at the corners by means of M. The lock rail made up of 'H' section. The hinge side vertical of the frames reinforced by galvanized M.

CPWD-DSR-2007_2

The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M. EPDM rubber gasket weather seal to be provided through out the frame.

PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. Core of the door shutter should be filled with High Density Polyurethane foam. The door frame to be fixed to the wall using M. For W. Stickers indicating the locations of hardware will be pasted at appropriate places 9.

Code Description No than mm. The styles having wall he styles of M. The lock ction of size xed to the. The panels stened with sqm An to be stuck PVC solvent or W.

The frame shall be covered with fiberglass from all sides. Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs.

Joints are made using solvent adhesive and GI 'C' sections 39mm x 19mm x 0. The laminate doorframe molded with fire resistant grade unsaturated polyester resin and chopped mat. Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick. Code Description No pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: Butt hinges x90x4 mm Rolling shutters of 80x0.

Code Description No Iron pintels including welded pin Welding by gas plant Welding by electric plant 20 mm dia holding down bolts Mild steel sheets with bolts and nuts to rest on pintels G. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1: Clamp shall be made of 12mm dia M.

CPWD Estimation and Analysis

Hardening compound is mixed 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry. Code Description No proportion of 4: Code Description No grey.

Code Description No Code Description No cement mixed with pigment of matching shade complete. Code Description No Peri metre channel Intermediate channel Ceiling angle Connecting clips Soffit cleat Joint filler Joint finisher Joint tape roll Dash fastener All drive screws for gypsum board Primer for gypsum board Expanded polystyrene type N Normal Expanded polystyrene type SE C.

Grating square slit mm Machine moulded tile bricks of class designation Main T ceiling sections 24x38x0. Code Description No proofing compound laid over a bed of 20 mm thick cement mortar 1: P brace screws and applying a priming coat of zinc chromate yellow primer aluminium frame work shall be paid separately.

The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M. The suspenders shall be placed x mm centre to centre including fixing to the frame with C. Code Description No screw in ceiling etc. S rod fixed to roof slab by means of ceiling cleats. The ng coat of sqm Pipe Providing and fixing M.

The sheets shall be manufactured out of TEX panel rovigs incorporating minimum 0. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS and IS The sheets shall be opaque or translucent. Upto mm The rate is excluding cost of tiles which will be paid separately. Code Description No Water proofing cement paint Wax polish ready made Ordinary varnish Superior copal varnish Superior spar varnish Oil type wood preservative Premixed super white gypsum plaster.

Two or more coat applied 0. By use of software ESTA , the working of Engineers has changed drastically and their efficiency has been increased many folds. Multiple Database Multiple Database can be run on Esta i. Estimate Estimate can be prepared by selecting the items and entering the quantities. Abstract of cost will be generated automatically with cost index, contingencies and departmental charges.

Justification Statements Two types of justification statements will be automatically generated based on updated analysis. The 1st one is the conventional and the 2nd one segregates the SR-items and Market rate items in separate groups. Furthermore there is no limit on the number of tenderers to be entered with Esta Schedule for Agreement Schedule of work of agreement can be prepared by selecting the tenderer serial number.

Part Rate Statement Part rate statement is automatically generated for each running bill prepared and can be printed directly. Cement Consumption Statement Cement Consumption statement is automatically generated for each running bill prepared and can be printed directly. Extra Item Statement Extra item statement can be prepared by selecting the items in the same manner as in estimate.

Pdf 2007 cpwd dsr

Substituted Item Statement Substituted item statement can prepared by selecting the agreement item to be substituted and then the item by which it is to be substituted. Deviation Statement The Deviation statement is automatically generated and can be printed for every running bill and final bill. Sequence of Operations All operations has been arranged as per the procedure adopted by most of the Public Works Departments and other Engineering Departments in the following sequence: Analysis of rates and justification statement.

Preparation of comparative statement of tenders received. Schedule of work for agreement. Running account bill. Part Rate Statement. Cement Consumption statement. Extra item statement with analysis of rates. Substituted item statement with analysis of rates. Final account bill.