Work of strengthening and beautification of Honorable Mayors camp office.

PROPOSED BUILDING ESTIMATE OF MAYOR HOUSE

RCC DEMOLITION: Dismantiling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60m.

SITE CLEANING: Clearing Jungle including up rooting of rank vegetation grass, bush, wood, trees and sapling of Girth upto 30 cm measured at a height of 1mt. Above ground level and removal of Rubbish upto a distance of 50rmt. Outside the periphery of area Cleare.

EXCAVATION: Excavation in Foundation in ordinary soil (Loam, clay or Sand) including, Lift upto 1.50M, and lead upto 30m and including filling watering and ramming of excavated earth into the tranches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation tenches. (Where machine can not reach/Move). For building work only.

SAND AND EARTH FILLING: Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. From the site of work & including watering, dressing etc. Rate including cost of all materials, labour and T&P etc. required for proper completion of work. (Including Royalty)

ORDINARY SOIL FILLING: Ordinary Soil & Cartage of Excavation earth from distance of 5km.(Analysis of 5.0 km carted earth)

ANTITERMITE TREATMENT: Providing and injecting chemical emulsion for preconstruction antitermite treatment and creating and chemical barrier under and around the columns pit, wall trenches basement excavation top surface if plinth filling junction of wall and floor along the external per meter of building expension joints surrounding of pipes and conduit etc. complete (Plinth area of the builling at ground floor only shall be measured as per I.S.6313(part ii 1981). Aldrine emulsificable concentrate of any other approved material such as hepthachlor or chlordance will be used . The rates of application of chemical emulsion shall be as follows. a) Treatment for masonary and foundation 6 Lite

Upvc Windows: Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). RATE= (DSR Rate x 0.735x109/107) = 10874.20 x 0.735x109/107

Moulding work : 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. 8.3.1- Marble Work. RATE= (DSR Rate x 0.735x109/107) = 298.60 x 0.735x109/107

r per Sqm b) Back fill in immediate contact with foundation 7.5 Liter/sqm. c) Treatment of top surface of plinth filling 6 Liters/Sqm. d) Treatment junction of wall and floor 7.5 Liter/Sqmt e) Treatment junction of soil along external perimeter of building 7.5 Liter/sqm f) Treatment of soil under apron along external perimeter 6 Liter/ sqm.

R.C.C Work in Super Structure: Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum RATE= (DSR Rate x 0.735x109/107) = 9860.40 x 0.735x109/107

Add Extra for Cement RATE= (DSR Rate x 0.735x109/107) = 733.50 x 0.735x109/107

Mild Steel Work: Mild Steel or TMT Bars (Fe-500 D grade or Higher) or HYSD Bars or Iron in plain work such as Reinforced concrete or Reinforced brick work (when not included in an over all rate ) brough to required shape as necessary including bending for proper completion of the work and including supply of all steel.

Brick Work in Foundation: 1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work. SUB STRUCTURE

230THK Brick Work in Super Structure : 1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work but for wall of one brick thick. Add for extra labour for SUPER STRUCTURE

Half Brickwork in Super Structure : 1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work but for wall of half brick thick.

Plaster on Internal Wall: 12 mm cement plaster with 1:5 (1 cement: 5 coarse sand)

Plaster on External Side: 12 mm cement plaster with 1:4 (1 cement: 4 fine sand of 1.25 F.M. Mortar). Add for extra labour and material for plaster over rough face of one brick walls.

Grooves: Forming Grooves of Uniform size from 12x12 and upto 25x15 in plastered surface as per approved pattern using wooden battens nailed to the under layer including removal of wooden battens, repair to the edges of plaster panel and finishing the groove complition as per specification and direction of Engineer-in-Charge.

Putty Work: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. RATE= (DSR Rate x 0.735x109/107) = 156.05 x 0.735x109/107

Punning Work: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. RATE= (DSR Rate x 0.735x109/107) = 262.70 x 0.735x109/107

Acrylic distemper: Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre RATE= (DSR Rate x 0.735x109/107) = 185.65 x 0.735x109/107

Exterior paint: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

R.C.C In Sub Structure: Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum RATE= (DSR Rate x 0.735x109/107) = 9504.75 x 0.735x109/107

Floor Tiles: Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.: Size of Tile 600x600 mm RATE= (DSR Rate x 0.735x109/107) = 1553.45 x 0.735x109/107

Steel butt hinges with necessary screws RATE= (DSR Rate x 0.735x109/107) = 3473.85 x 0.735x109/107

Italian Marble Flooring: Providing and laying machine cut, mirror polished Marble stone flooring,in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement slurry admixed with pigment to match the marble shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc RATE= (DSR Rate x 0.735x109/107) = 6927.35 x 0.735*109/107

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia rcc pipe

Wall Tiles in Dress: Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (Rates Without Gst and labour Cess) RATE= (DSR Rate x 0.735x109/107) = 1267.95 x 0.735x109/107

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a)- 35 mm thick including ISI marked Stainless

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 9.22.1 On one side only RATE= (DSR Rate x 0.735x109/107) = 478 x 0.735x109/107

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). RATE= (DSR Rate x 0.735x109/107) = 462.35 x 0.735x109/107

Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 9.25.1 Decorative type door RATE= (DSR Rate x 0.735x109/107) = 405.45 x 0.735x109/107

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). RATE= (DSR Rate x 0.735x109/107) = 106.70x0.735x109/107

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. RATE= (DSR Rate x 0.735x109/107) = 983.15x0.735x109/107

Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. RATE= (DSR Rate x 0.735x109/107) = 528.85x0.735x109/107

WATER PROOFING: Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). (Rates Without Gst and labour Cess) RATE= (DSR Rate x 0.735x109/107) = 769.60 x 0.735x109/107

Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. 21.12.3: Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar RATE= (DSR Rate x 0.735x109/107) = 645.30x0.735x109/107

Italian Marble Skirting: Providing and fixing machine cut, mirror/ eggshell polished, Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm induding pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. RATE= (DSR Rate x 0.735x109/107) = 10414.8 x 0.735x109/107

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). RATE= (DSR Rate x 0.735x109/107) = 772.40x0.735x109/107

SS Grill Work for Window: Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel membersshall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). RATE= (DSR Rate x 0.735x109/107) = 772.40 x 0.735x109/107

Brick Coba: PROVIDING AND LAYING " Brick Coba" 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compond spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x30cm and side wall parapet shall be rounded by brick ballast cement and coarse sand masonary Coba with acetic water proofing compound @ 2% by weight & including S/o all material , labour T&P etc, complete for proper completion of work.

FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for

Foundations, footings, bases of columns, etc. for mass concrete RATE= (DSR Rate x 0.735x109/107) = 392.15 x 0.735x109/107

Columns, Pillars, Piers, Abutments, Posts and Struts RATE= (DSR Rate x 0.735x109/107) = 961.30 x 0.735x109/107

Stairs, (excluding landings) except spiral-staircases RATE= (DSR Rate x 0.735x109/107) = 764.95 x 0.735x109/107

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like RATE= (DSR Rate x 0.735x109/107) = 392.15 x 0.735x109/107

Cornices and mouldings RATE= (DSR Rate x 0.735x109/107) = 856.80 x 0.735x109/107

Weather shade, Chajjas, corbels etc., including edges RATE= (DSR Rate x 0.735x109/107) = 951.10 x 0.735x109/107

Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick RATE= (DSR Rate x 0.735x109/107) = 1028.40 x 0.735x109/107

Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick RATE= (DSR Rate x 0.735x109/107) = 841.95 x 0.735x109/107

POP FALSE CEILING: Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately):Flat surfaces RATE= (DSR Rate x 0.735x109/107) = 1718.95 x 0.735x109/107

POP FALSE CEILING EXTRA FOR RAISED MOULDING: Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. RATE= (DSR Rate x 0.735x109/107) = 607.45 x 0.735x109/107

TOILET PARTITIONS: Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock and stopper etc. to be paid separately) RATE= (DSR Rate x 0.735x109/107) = 5325.90 x 0.735x109/107

VRV System Supplying, installation, testing and commissioning of VRV/VRF system including indoor/outdoor units, piping, electrical power distribution/wiring, electrical panel, treated fresh air system etc. RATE= (DSR Rate x 0.735x109/107) = 58480x0.735x109/107

SOLAR PHOTO VOLTAIC POWER GENERATION SYSTEM: Supplying, installation, testing and commissioning of grid interactive roof top solar photo voltaic power generation system including space frame RATE= (DSR Rate x 0.735x109/107) = 58480x0.735x109/107

SOLAR WATER HEATING SYSTEM CPWD Plinth Area Rate_2023_Ite m No. 6.9.1 Supplying, installation, testing and commissioning of solar water heating system with heat exchanger type including electrical heater backup, make up water tank but without piping - 100 litres capacity RATE= (DSR Rate x 0.735x109/107) = 23920x0.735x109/107 Rate=23920x(0.735x109/107) = 17909.82 for 100 Liter" = 179.0982 for 1 liter

Damp Proofing Coarse: 2.5cm Thick and cement Concrete consisting of 1 part cement and 1/2 part approve Coarse sand and three parts approved 13mm(1/2inch) graded stone grit and including water proofing material as ordered by the engineer-in-charge in the proportion as specified by the manufacturer.

PCC Work: Cement concrete with 4cm gauge approved stone, ballast approved coarse sand cement in the proportion of 1:4:8 including supply of all material , labour and T&P etc. required for proper completion of the work.

PROPOSED BUILDING ESTIMATE OF SITE DEVELOPMENT SITE DEVELOPMENT (servent Room, Services room, Guard room and Boundary wall)

EXCAVATION: Excavation in foudation in ordinary soil(Loam,clay or Sand) including, Lift upto 1.50M, and lead upto 30m and including filling watering and ramming of excavated earth into the tranches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-incharge upto a distance of 30M from the foundation tenches. (Where machine can not reach/Move). For building work Only.

SAND AND EARTH FILLING: Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km., from the site of work & including watering , dressing etc. Rate includes cost of all materials , labour and T&P etc. required for proper completion of work. (Including Royalty)

ANTITERMITE TREATMENT: Providing and injecting chemical emulsion for preconstruction antitermite treatment and creating and chemical barrier under and around the columns pit, wall trenches basement excavation top surface if plinth filling junction of wall and floor along the external per meter of building expension joints surrounding of pipes and conduit etc. complete (Plinth area of the builling at ground floor only shall be measured as per I.S.6313(part ii 1981). Aldrine emulsificable concentrate of any other approved material such as hepthachlor or chlordance will be used . The rates of application of chemical emulsion shall be as follows. a) Treatment for masonary and foundation 6 Liter per Sqm b) Back fill in immediate contact with foundation 7.5 Liter/sqm. c) Treatment of top surface of plinth filling 6 Liters/Sqm. d) Treatment junction of wall and floor 7.5 Liter/Sqmt e) Treatment junction of soil along external perimeter of building 7.5 Liter/sqm f) Treatment of soil under apron along external perimeter 6 Liter/ sqm.

Damp Proofing Coarse: 2.5cm Thick and cement Concrete consisting of 1 part cement and 1/2 part approve Coarse sand and three parts approved 13mm(1/2inch) graded stone grit and including water proofing material as ordered by the engineer-in-charge in the proportion as specified by the manufacturer

Mild Steel Work: Mild Steel or TMT Bars (Fe-500 D grade or Higher) or HYSD Bars or Iron in plain work such as Reinforced concrete or Reinforced brick work (when not included in an over all rate ) brough to required shape as necessary including bending for proper completion of the work and including supply of all steel.

Brick Work in Foundation: 1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work. SUB STRUCTURE

230THK Brick Work in Super Structure : 1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work but for wall of one brick thick. Add for extra labour for SUPER STRUCTURE

Half Brickwork in Super Structure : 1st class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of materials , labour and T&P etc. required for proper completion of work but for wall of half brick thick.

Plaster on Internal Wall: 12 mm cement plaster with 1:5 (1 cement: 5 coarse sand)

Plaster on External Side: 12 mm cement plaster with 1:4 (1 cement: 4 fine sand of 1.25 F.M. Mortar). Add for extra labour and material for plaster over rough face of one brick walls.

Grooves: Forming Grooves of Uniform size from 12x12 and upto 25x15 in plastered surface as per approved pattern using wooden battens nailed to the under layer including removal of wooden battens, repair to the edges of plaster panel and finishing the groove complition as per specification and direction of Engineer-in-Charge.

Plaster on Ceiling: 12mm thickplaster with cement and coarse sand of 2.20 F.M.in (1:6) labour far taking and washing.over brick work minium thickness not to be less then 10.00mmthick.including supply of all materials labour T&P etc.Required for proper completion of the work. RATE= (DSR Rate x 0.735x109/107) = (343.65 x 0.735x109/107)+20

Putty Work: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. RATE= (DSR Rate x 0.735x109/107) = 156.05 x 0.735x109/107

Punning Work: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. RATE= (DSR Rate x 0.735x109/107) = 262.70 x 0.735x109/107

Acrylic distemper: Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre RATE= (DSR Rate x 0.735x109/107) = 185.65 x 0.735x109/107

Exterior paint: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

R.C.C In Sub Structure: Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum RATE= (DSR Rate x 0.735x109/107) = 9504.75 x 0.735x109/107

PCC Work: Cement concrete with 4cm gauge approved stone, ballast approved coarse sand cement in the proportion of 1:4:8 including supply of all material , labour and T&P etc. required for proper completion of the work.

Add Extra for Cement RATE= (DSR Rate x 0.735x109/107) = 733.50x0.735x109/107

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia rcc pipe

R.C.C Work in Super Structure: Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum RATE= (DSR Rate x 0.735x109/107) = 9860.40x0.735x109/107

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a)- 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws RATE= (DSR Rate x 0.735x109/107) = 3473.85 x 0.735x109/107

Floor Tiles: Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.: Size of Tile 600x600 mm RATE= (DSR Rate x 0.735x109/107) = 1553.45 x 0.735x109/107

Door Frame: Providing and fixing factory made uPVC door frame made of Upvc extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge 9.117.2 - Extruded section profile size 42x50 mm RATE= (DSR Rate x 0.735x109/107) = 331.35x0.735x109/107

Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 9.25.1 Decorative type door RATE= (DSR Rate x 0.735x109/107) = 405.45 x 0.735x109/107

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). RATE= (DSR Rate x 0.735x109/107) = 106.70x0.735x109/107

Upvc Windows: Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). RATE= (DSR Rate x 0.735x109/107) = 10874.20 x 0.735x109/107

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 9.22.1 On one side only RATE= (DSR Rate x 0.735x109/107) = 478 x 0.735x109/107

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). RATE= (DSR Rate x 0.735x109/107) = 462.35 x 0.735x109/107

Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick RATE= (DSR Rate x 0.735x109/107) = 1028.40 x 0.735x109/107

INTERNAL ROAD: Internal road with WMM and bituminous top RATE= (DSR Rate x 0.735x109/107) = 2100x0.735x109/107

Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick RATE= (DSR Rate x 0.735x109/107) = 841.95 x 0.735x109/107

Providing OF Fixing SW Gully Trap Grade A Complete CI Grating, brick masonry chamber and water tight CI cover frame of 300 x 300 mm size (inside) square mouth traps or "P" or "S" Type Traps. 180 x 150 mm dia.

FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for

Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. RATE= (DSR Rate x 0.735x109/107) = 528.85x0.735x109/107

FOOTPATH: Footpath with PCC base, 60mm thick paver block and kerb stone edging RATE= (DSR Rate x 0.735x109/107) =2960x0.735x109/107

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like RATE= (DSR Rate x 0.735x109/107) = 392.15 x 0.735x109/107

Foundations, footings, bases of columns, etc. for mass concrete RATE= (DSR Rate x 0.735x109/107) = 392.15 x 0.735x109/107

Columns, Pillars, Piers, Abutments, Posts and Struts

Paint on MS GRILL WORK FOR WINDOW: Apply primer coat and two coats of superior synthetic enamel paint of standard make brushing to give an even shade and finished and including cleaning the surface all dirt dust and other forein matter sand paparing and stripping including cost matter and scoured with wire brushes fine steel /wood scrappers sand papering and knotting including coats of all and supply of all material labour and T&P etc. required for proper completion of work.

Same as in item 121 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.

Same as in item 122 B but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.

Same as in item 123 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.

Same as in item 124 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.

Same as in item 125 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.

Same as in item 127 (B) but in PVC conduit with 1.5 sq. mm. FRLSH. PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.

Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 20mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material, labour and T&P required for proper completion of work.

Same as in item 148 (A) but 32 mm dia. PVC conduit.

Supply and fixing of 8 SWG GI wire along with steel conduit pipe duly bound with earth clops as directed by the Enginner in charge with supply of all material labour and T&P required for proper completion of work.

Same as in item 291 but with 4 nos. 10 sq mm FRLSH PVC insulated copper conductor cable.

Same as in item 291 but with 2 nos. 10 sq mm and 1 no 6 sq mm FRLSH PVC insulated copper conductor cable.

SUBMAINS Same as in item 291 but with 4 nos. 16 sq.mm. FRLSH PVC insulated copper conductor cable.

ELCB/RCCB S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge.

S&F and making connection of 63A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge.

EARTHING AND LIGHTING CONDUCTOR Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineerin-charge complete in all respects as per drawing (This will apply for earthing of poles also).

Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of harcoal/coke and salt at least 150mm thick alround etc.complete in all respect.

Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect.

Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.

MINIATURE CIRCUIT BREAKER S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve

S&F of 40 Amp. DP MCB (10 KA) C Curve

S&F of 6 Amp. to 32 Amp. TP MCB (10 KA) C Curve

S&F of 40 Amp. 4 pole MCB (10 KA)

S&F of 63 Amp. 4 pole MCB(10 KA) C Curve

S & F surface/Flush mounting 8ways SPN distribution board wi

thout additional metal door without MCB complete in all respect, as direct by Engineer in Charge.

S & F surface/Flush mounting 8ways V TPN distribution board without additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.

S & F surface/Flush mounting 8ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.

S & F surface/Flush mounting 12ways SPN distribution board without additional metal door without MCB complete in all respect, as direct by Engineer in Charge.

S & F surface/Flush mounting 12ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge.

LED LUMINAIRES Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.

Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect.

Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect.

Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.

Supply and fixing of call bell of approved make on polished MDFEG/ Teak ply board including making connections etc. complete in all respect.

Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules.

Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect.

Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect.

Supply and fixing of fan hook fabricated from M.S. rod for ceiling fan each.

Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer.

Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal Modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work.

Cables Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sq. mm 3-1/2 core

2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire RATE= (DSR Rate x 0.735x109/107) = 327x0.789x109/110

2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire = 369x0.789x109/110

2 x 4 sq. mm + 1 x 4 sq. mm earth wire = 428x0.789x109/110

2 x 6 sq. mm + 1 x 6 sq. mm earth wire = 589x0.789x109/110

4 x 2.5 sq. mm + 2 x 2.5 sq. mm earth wire = 560x0.789x109/110

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). = 477x0.789x109/110

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface / recessed steel / PVC conduit as required. = 47x0.789x109/110

Telephone socket outlet = 148x0.789x109/110

TV antenna socket outlet = 148x0.789x109/110

Suppling and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2Nos. 3 pin 5/6A modular socket outlet and 2Nos. 5/6A modular swtich, connections etc. as required. = 676x0.789x109/110

PLUMBING WORK

W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.

Flat back wash basin size 630x 450 mm

Flat back wash basin size 550x 400 mm

Sink without drain board 610X510 mm bowl depth 200mm.

Providing an

d fixing P.V.C. Waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40 mm dia.

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing toilet paper holder :C.P. brass

Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.15 mm nominal dia

Providing and fixing C.P. cast brass twin coat hooks fixed to PVC rawl plug with SS screws Jaguar Cat. No. AKP-35761P or approved equivalent.

Providing and fixing 15mm C.P brass Sink Mixer Jaguar Model. No. FLR-5165 or approved equivalent.) for kitchen sink with swinging spout complete. Including cutting and making good the walls wherever required .

Providing and fixing vertical storage type hot water heater fixed to wall with anchor bolts & nuts, 15mm CP brass angle stop cock and 15mm CP brass non-return valve complete including making connections with 15mm dia CP connecting pipes on inlet and outlet, suitable length of power cable and 15 amps plug. Capacity 15 Litres Venus Model Magma 25GV

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Providing and fixing Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 soil, waste and vent pipes . 100 mm dia.

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989. 100 mm dia.

Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. For 100mm dia. Pipe

Providing and fixing plain bend of required degree Sand cast iron S&S as per IS - 3989. 100 mm dia.

Providing and fixing heel rest sanitary bend, in Centrifugally cast (spun) iron pipe S&S 100mm

Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. Sand cast iron S&S as per IS : 3989

Providing and fixingPLAIN JUNCTION of required degree 100X100X100mm Sand cast iron S&S as per IS : 3989

Providing and fixing terminal guard.Sand cast iron S&S as per IS - 3989. 100 mm

Providing and fixing collar.Sand cast iron S&S as per IS - 3989. 100 mm

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 100 mm

100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS: 3989

Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work 100mm dia

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms.

Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm dia.

Internal work - Exposed on Wall 25 mm dia nominal bore

32 mm dia nominal bore

40 mm dia nominal bore

50 mm dia nominal bore

Concealed work including cutting chases and making good the walls etc. 20 mm nominal outer dia .Pipes.

Concealed work including cutting chases and making good the walls etc. 25 mm nominal outer dia .Pipes.

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 40 mm dia, nominal bore

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 50 mm dia, nominal bore

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 65 mm dia, nominal bore

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 32mm dia, nominal bore

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 40mm dia, nominal bore

Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 50mm dia, nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore

Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 15 mm nominal bore

Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 20 mm nominal bore

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25 mm diameter pipe

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 32 mm diameter pipe

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 40 mm diameter pipe

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 50 mm diameter pipe

Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 50 mm dia, nominal bore

Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 65 mm dia, nominal bore

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 40 mm dia, nominal bore

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 50 mm dia, nominal bore

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore

Providing and fixing PTMT grating of approved quality and colour. 125 mm dia.

EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches.

Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

Providing and laying Cement concrete 1:4:8 (1cement :4 fine sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.