quotation for labour rate of following works in district meerut , baghpat , bijnor , amroha , ghaziabad and muzaffarnagar-1 labour for excavation in foundation in ordinary soil including lift up to 1.50 m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m from the foundation trenches, ( where machine cannot move ) 2 filling of carted earth including manual compaction 3 filling of carted earth including mechanical compaction 4 labour for local sand filling in plinth and under floor excluding supply of necessary quantity of sand including watering, dressing etc. labour and t&p etc. required for proper completion of the work. 5 supply / labour for local sand filling in plinth and under floor excluding supply of necessary quantity of sand including watering, dressing etc. labour and t&p etc. required for proper completion of the work. 6 labour for cement concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 excluding supply of all materials, but including of labour, tool & plants etc required for proper completion of the work 7 labour for cement concrete with 4 cm gauge approved brick ballast, coarse sand & cement in the proportion of 8:4:1 excluding supply of all materials, but including of labour, tool & plants etc required for proper completion of the work 8 labour for cement concrete with 2 cm. gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 excluding supply of all material but labour, tools & plants etc. required for proper completion of the work 9 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in foundation excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g.i. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 10 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in plinth beam excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g.i. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 11 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in lintels of door & windows excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 12 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in column excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g.i. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 13 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in slab excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g.i. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 14 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in lighter beam ( having spans upto 6 m ) excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g.i. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 15 labour for laying r.c.c. work with cement approved coarse sand & 2 cm gauge approved stone grit in proporation of r.c.c. 1:1.5:3 in heavier beam ( having spans above 6 m ) excluding supply of reinforcement and its binding, but including its fixing and binding the same with 24 b.w.g. g.i. binding wire and including necessary centering and shuttering etc. and excluding supply of all materials, but including labour, tools & plants etc required for proper completion of work including cost of binding wire. 16 labour for m.s. ( tor steel or plain ) in plain work such as r.c.c. or r.b. work including binding for proper shape and excluding supply of steel & its wastage including cost of binding wire 17 labour for m-150 brick work 1:6 cement & coarse sand mortar in foundation and plinth excluding supply of all materials but including labour, tools & plants etc. required for proper completion of the work. 18 labour for m-150 brick work 1:4 cement & coarse sand mortar in foundation below plinth excluding supply of all materials but including labour, tools & plants etc. required for proper completion of the work. 19 labour for m-150 brick work 1:6 cement & coarse sand mortar in superstructure including necessary cutting & moulding of bricks as required thickness of excluding supply of all materials but including labour, tools & plants etc. required for proper completion of the work. 20 labour for m-150 brick work 1:4 cement & coarse sand mortar in superstructure including necessary cutting & moulding of bricks as required thickness of excluding supply of all materials but including labour, tools & plants etc. required for proper completion of the work. 21 labour for m-150 brick work 1:3 cement & coarse sand mortar in superstructure including necessary cutting & moulding of bricks as required thickness of excluding supply of all materials but including labour, tools & plants etc. required for proper completion of the work. 22 labour for laying 25 mm thick damp proof coarse with including with cement approved coarse sand & 10 mm gauge approved stone grit 1:2:4 ( excluding supply of all materials ) and including water proofing material as ordered by the engineer in proporation as specfied by the manufacturer including labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. 23 labour for laying 40 mm thick damp proof coarse with including with cement approved coarse sand & 10 mm gauge approved stone grit 1:2:4 ( excluding supply of all materials ) and including water proofing material as ordered by the engineer in proporation as specfied by the manufacturer including labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. 24 painting on dpc or over roof slab of air blown bitumen one kg / sqm in 2 coats including cost of fuel wood other materials, labour t&p etc required for proper completion of work. 25 providing and injecting chemical for pre constructional antitermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc complete ( plinth area of the building at ground floor only shall be measured as per i.s. 6313 ( part ii 1981 ) aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used the rate of application of chemical emulsion shall be as follows :- 1. treatment for massonary and foundation 5 liters per sqm 2. back fill in immediate contact with foundation 7.5 liters per sqm 3. treatment of surface of plinth filling 5 liters per sqm 4. treatment of soil along external per meter of building 7.5 liters per sqm 5. treatment of soil under external parameter 5 liters per sqm 26 providing and injecting chemical emulsion for post constructional antitermite treatment in with drilling holes at junction of floor with wall & pillars the a application of chemical shall also be as per provided in the i.s. code , including quarterly inspection and providing required treatment for one year. as direction by the engineer-in-charge 27 labour for fixing of 30 to 35 mm thick flush door including wooden cleast and stops and including fixing & adjustment of hinges, screws but excluding supply of flush door and including painting with two coat of black japan on all iron fitting if necessary. ( single leaf door ) 28 supply / labour for fixing of 30 to 35 mm thick flush door including wooden cleast and stops and including fixing & adjustment of hinges, screws but excluding supply of flush door and including painting with two coat of black japan on all iron fitting if necessary. ( single leaf door ) 29 labour for fixing of 30 to 35 mm thick flush door including wooden cleast and stops and including fixing & adjustment of hinges, screws but excluding supply of flush door and including painting with two coat of black japan on all iron fitting if necessary. ( double leaf door ) 30 supply / labour for fixing of 30 to 35 mm thick flush door including wooden cleast and stops and including fixing & adjustment of hinges, screws but excluding supply of flush door and including painting with two coat of black japan on all iron fitting if necessary. ( double leaf door ) 31 p / fixing in position collapsible steel shutter with vertical channels 20x10x2 mm ( 3 / 4x3 / 8x1 / 12 ) and braced with flat form diagonals 20x5mm ( 3 / 4x3 / 16 ) size with top and bottom rails or t-iron 40x40x6 mm with 38 mm dia steel pullys with bolts, nunts locking arrangement, stoppers handles complete including applying o priming coat of approved lead paint 32 s / fixing of rolling shutter of approved make made 80x125mm ( 3x5 ) cold rolled m.s. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding including cost of top cover and springs. with required fittings complete. 33 s / fabrication & fixing of m.s. iron grill 34 s / fabrication and fixing of z-section steel window with 10 mm square bar as per design. 35 s / fabrication & fixing angle iron chaukhat as per design and drawing complete. 36 s / fabrication and fixing m.s.iron door with 18 gauge m.s.sheet shutter using 40x40x6 and 35x35x4 mm angle iron complete 37 s / fabrication and fixing m.s.iron door with 18 gauge m.s.sheet shutter using 35x35x5 and 25x25x5 mm angle iron complete 38 s / fixing of stainless steel mosquito proof wire mesh fixed on window / ventilators with required wooden / metalic beedings complete 39 s / fixing of glass panes in window / ventilator 4 mm thick with required screw, clip, putty etc. 40 s / fixing aluminum section door with glass panes 5 mm thick and all fittings. 41 s / fixing of 25 mm thick cupboard shutter with required hinges, screw etc. 42 s / fabrication and fixing of tubular ( round, square or rectangular hollow tube etc. ) truss including cutting, hoisting, fixing in position complete 43 s / fixing of 3 mm thick fiber sheet on truss including required screw, washer, scaffolding work, labour, t&p complete 44 s / fixing of stainless steel ( grade 304 ) railing made of hollow tubes, channels, plates etc complete with accessories, fasteners, bolts etc as per design 45 labour for plastering work of 15 mm thick cement coarse sand mortar in 1:4 below plinth including scaffolding-work and required t&p etc for proper completion of work 46 labour for plastering work of 12 mm thick cement coarse sand mortar in 1:6 on smooth face including scaffolding-work and required t&p etc for proper completion of work 47 labour for plastering work of 12 mm thick cement coarse sand mortar in 1:6 on rough face including scaffolding-work and required t&p etc for proper completion of work 48 labour for plastering work of 12 mm thick cement fine sand mortar in 1:6 on smooth face including scaffolding-work and required t&p etc for proper completion of work 49 labour for plastering work of 12 mm thick cement fine sand mortar in 1:6 on rough face including scaffolding-work and required t&p etc for proper completion of work 50 labour for plastering work of 12 mm thick cement coarse sand mortar in 1:4 on smooth face including scaffolding-work and required t&p etc for proper completion of work 51 labour for plastering work of 12 mm thick cement coarse sand mortar in 1:4 on rough face including scaffolding-work and required t&p etc for proper completion of work 52 labour for plastering work of 12 mm thick cement fine sand mortar in 1:4 on smooth face including scaffolding-work and required t&p etc for proper completion of work 53 labour for plastering work of 12 mm thick cement fine sand mortar in 1:4 on rough face including scaffolding-work and required t&p etc for proper completion of work 54 labour for plastering work of 12 mm thick cement fine sand mortar in 1:4 on ceiling including scaffolding-work and required t&p etc for proper completion of work 55 labour for plastering work of 12 mm thick cement coarse sand mortar in 1:4 on ceiling including scaffolding-work and required t&p etc for proper completion of work 56 labour for plastering work of 12 mm thick cement coarse sand mortar in 1:4 on bearing including scaffolding-work and required t&p etc for proper completion of work 57 supply and laying one layer of tarr felt isi marked at junction of wall and roof or any place as per direction of the engineer-in-charge including necessary overlap giving a coat of approved mastic paint below the tarr felt and including supply of all material labour, tools & plants etc required for proper completion of the work 58 labour for making grooves on plaster with required t&p etc