V.K Ghorawal ke gram P Naugao Nand lal ke rajaswa Gram Bhain me Buddh Asthal ke pass barat ghar and boundary wall ka nirman

Clearing grass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. DSR Sl. No.2.32

Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m. DSR Sl.No. 2.8.1

Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 ( 1 cement:4 coarse sand (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8

Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSR Sl. No. 7.7.1

Excavating supplying, stacking and filling of local earth (Including Royality ) by mechanical transport up to a lead of 5 km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trenches, sides of foundation etc. complete for all lift DSR 2.25(a)

Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete DSR Sl. No. 2.27

Treetment of soil under existing floors, using chemical , emulsion @ 1.00 liter per hole , 300 mm apart including drilling 12 mm diameter hols and plugging with cement mortor 1:2(1 cement :2 coarse sand ) to match the exsiting floor as per DSR Sl .no. 2.35.3.1:( with chlorphriphos / Lindane E.C 20% with 1% concentration

Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1

Brick work withcommon brunt clayF.P.S. ( non modular ) bricks of class -designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in cement mortor 1:6 ( 1 cement:6 coarse sand ) i as per DSR Sl. No -6.4.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement- all work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand(zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.1.2

Reinforcd cement concrete work walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillet, columns, pillars, pier, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 ( 1cement 1.5 coarse sand ( zone!!!) derived from natural sourses :3 graded stone aggregate 20 mm nominal size derived from natural sourses) DSR Sl . No. 5.2.2

Reinforcd cement concrete work i beams, supended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement:1.5 coarse sand (zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) Sl. No. 5.3

Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6

Centering and shuttering including shutting, propping etc. and removal of from for Suspended fploors, roof, landings, balconies and access plateform DSR Sl.No. 5.9.3

Centering and shuttering including shutting, propping etc. and removal of from for Lintels, beams,plinth beams, girders,bressumers and canilevers DSR Sl. No. 5.9.5

12 mm cement plaster of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.4.1

15 mm cement plaster on rough side of half brick walls of mix: 1:6 ( 1 cement:6 coarse sand ) DSR Sl. No. 13.5.2

12 mm cement plaster of mix: 1:6 ( 1 cement:6 coarse sand ) DSR Sl. No. 13.4.2

6 mm cement plaster 1:3 ( 1 cement:3 fine sand ) finished with a floating coat of neat cement of lime wash on top of walls when dry for bearing of R.C.C. slabs and beams: DSR Sl.No. 13.17

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of pannels and finishing the groove complete as per specification and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove DSR Sl. No. 13.73.1

Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR Sl. No. 13.80

Finishing Walls with Acrylic Smooth exterior paint of required shade : New work ( Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre /10 sqm ) DSR Sl. No. 13.46.1Two coats

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle section of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat piees to the existing T-iro frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in-charge.DSR Sl.No. 10.31

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rails of T -iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts , locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer DSR 10.3

Painting with Synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on New work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR Sl. No. 13.62.1

Providing and fixing M.S. fan clamp Type 1 or !! Of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs during laying, including painting the exposed portion of loop, all as per standard design complete DSR Sl. No. 10.17

Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.3

Providing and laying vitrified ttiles in floor in different size ( thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours &shades, laid on 20 mm thick cement slurry @ 3.3 kg/ sqm including grouting thejoints with white cement and matching pigment etc, complete . Size of Tile 600x600 mm DSR Sl.No. 11.41.2

Providing and laying vitrified tiles in different size ( thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours & shades,in skirting, riser of steps, over 12 mm thick bed of cement mortor1:3 (1 cement:3 coarse sand ) jointing with grey cement & matching pigment etc @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigment etc, complete . Size of Tile 600x600 mm DSR Sl.No. 11.46.2

Providing and fixing fly proof galvanised M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both direction with wire of dia 0.63 mm all complete with second class teak wood beading 62x19 mm DSR 9.51.1

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 Leaving 10mm gap for thermal expansion (!) Single socketed pipes 110 mm diameter as per DSR Sl No 12.41.2

construction of Embankment with aproved Material deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5

Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing and Laying of 45-63 mm gauge stone ballast G2 WBM Specificatiion including spreading in uniform thickness hand packing with smooth roller etc compt as per Technical Speciification Clause 405(G2)

Providing and Laying of Interlocking Blockpavements having thickness 80mm including leveling and dressing of required level and slop, spreading and moisting 30mm thick local sand on bend filling joints with local sand etc.

Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources )DSR Sl.No. 4.1.3

wiring point for light point /fan point/ exhast fan point / call bell point with 1.5 sq mm FRLS pvc insulated copper conductor single core cable in surface /pvc conduit with copper earth continuity wire drawrecessed medium class pvc conduit with modular switch modular plate suitable G.I. box and eartheing

wiring for circuit / submain wiring along with earth wire with the following size of FRLS pvc insulated copper conductor single core cable core surface / recessed medium class pvc conduct as required 2x2.5 sq mm +1x2.5 sq mm earth wire

wiring for circuit / submain wiring along with earth wire with the following size of FRLS pvc insulated copper conductor single core cable core surface / recessed medium class pvc conduct as required 4x10sq mm +2x6 sq mm earth wire

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A& 15/16 modular socket out let and 15/16 A modular switch, connections etc as per required

supply, installation ,testing and commisioning of 1200 mm sweep ,BEE 5star rated , ceilling fan with brush less direct current (BLDC) Motar , class of insulation B , 3 Nos , blades , 30 cm long down rod , 2 nos canopies ,shacle kit safty rope , copper winding , power factore not less than 0.9 service value (cm/m/w) minimum 6.00 AIR deliver minimum 210 cum/min ,350 RPM (TOLERANCE AS PER IS:374-2019) THD less than 10 % remote or electronic regulator unit for speed control and all remainning accessories including saftey oin , nut bolts washers temperature rise =75 degree C(max ) insulation resistance more than 2 mega ohm suitable for 230v 50 hz single phase AC supply ,earthing etc. complete as required .

supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connection but excluding modular plate etc. as required .

Extra for fixing the labour /shutters complete with frame for exhaust fan of all sizes

suplly and fixing following way horizontal type three pole and nature sheet steel MCB distribustion board 415 v on surface / recess complete with tinned copper bus bar netural bus earth bar din

Sign board

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