Constt. of one room with verandha at GPS Arjun Chack

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

All kinds of soil

L/W &S/W 2*(20.75+12.75) * 3.0*3.0=604.80cft.,

Col. 3no*3.0*3.0*3.0=81.0"

Plinth=2(3+12.5)*2.0*1.5=93.00

778.8cft.=22.04cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level "with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) L/W & S/W 2*33.5*3.0*0.25=18.25cft" col. 3no*3.0*3.0*0.25=6.75cft u/floors=20.0*(12.0+20.00) *6.0*0.25=90.00 plinth=2(3+12.5)*2.0*0.25=15.5cft

[email protected]/cum=

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) walls=2*33.5*(2.75+2.25+1.75)*.833+(1.25*1.25)=479.88 plinth=2*(4.5+17.0)*(1.0+1.5)*1.0=105.0cft col.3*(2.75*2.75+2.25*2.25+1.75*1.75)*0.833=39.32cft 3*1.25*1.25*1.25= =5.85" total=630.05cft

Brick work with common burnt clay (non-modular) bricks of class designation7.5 in foundation and plinth including curing in Cement mortar 1:6 (1 cement : 6 coarse sand) walls 2(33.5+10)= = 672.0cft d/d d/w=1*3.0*7.0+2*4.5*4.5) =-61.5" =610.50*0.75=457.87cft col.=3.0*1.125*1.125*10.0= 37.96"

total=495.83cft

Extra for brick work in super structure

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level includincuring but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.3.2 DELETE slab=21.5*19.5=419.25sft*0.375=157.21cft beams= 2(19.5+21.5)*0.75*0.333=20.47 total=177.68cft

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leve 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc . and removal of form for: i= Foundations, footings, bases of columns etc. for mass concret. 2*2*(21.5+19.5)*2.5=410.0sft=38.10

ii=lintle/beams=2*(21.5+12+6+9)*0.5=48.5sft

iii=slab 20.0*12.0=+21.5*6.0=369.00sft

iv=edges of slab=2*(21.5+16.5)=82.0 rft

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 ( 1 cement : 6 coarse sand)

6MM CEMENT PLASTER 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought and fixed in position with hold fast lugs or with dash fasteners of required dia a nd length (hold fast lugs or with dash fasteners shall be paid for separately): i.Sal wood D=1*2*(3.0*+7.0)20.0 rft W=2*7*4.50= 63.0" total=83.0*0.25*0.417=8.652cft

Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-chargeSecond class deodar wood D=1*3.0*7.0=21.0sft W=2*3*4.25*1.25=31.87sft total=52.87sft

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. i= MDF board 12 mm thick =21.0sft

ii=4 mm thick glass pane (weighing not less than 10 kg/sqm) W=6*4.0*1.25=30.0sft=

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Colour washing such as green blue or buff to give an even shade New work (two or more coats) with a basecoat of white washing with lime.

Applying priming coat: 13.58.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) D=3.0*7.0=21.0*2.6=54.6sft W=2*4.5*4.5 =40.5*1.6=64.8sft total= 119.4sft

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

Cement concrete flooring 1:2:4 (1cement: 2 coarse : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate. flooring=20.0*12.0+21.5*6.0=369.0sft

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S Flat 15x3 mm and nuts and bolts complete.10.29.1 Galvanized M.S wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides W=2*4.5*4.5=40.5 sft

Disposal of surplus mulba by MT av.1km lead qtty.vide item 1 =22.0 @ 50%

Provision for electric fittins

Carriage of material by MT Qtty.vide item:- Cement Stone agg.40mm&dwn 2. 3.69*3.4= 9.6bag 4.98cum 3. 17.84*4.4= 78.5 " 24.08" 4. 14.04*.25= 17.55 " 3.51" 6. 5.03*8.0= 40.24 " 6.79" 9. 60.26*7.2%= 4.33" 1.0" 10.30.0*8.6%= 2.58" 0.75" 11.39*7.34% = 2.86" 0.35" 16.34.29*.32= 10.97" 2.31" total= 166.28bags 43.77cum i.cement av. 2 km [email protected]=

ii.Stone agg. below 40mm size av 5.0km lead

iii.Bricks av.3.0km lead qtty.vide item 4=17.55*475=