Construction of Community Hall at Village VahevalTa.Ambika Dist.Surat

Name of Work:- Construction of Community Hall at Village Vaheval Ta.Ambika Dist.Surat.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth 67.53 Cum. 122.93

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (A) Loose or soft soil

2 Excavation for foundation upto 1.5 m to 3.0 m 38.22 Cum. 136.47

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A) Loose or

3 Filling available excavated earth (excluding rock 78.55 Cum. 136.91

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

4 Filling in foundation and plinth with murrum or 21.57 Cum. 301.77

yellow soil selected soil in layers of 20cm

thickness including watering ramming and

consolidating etc. complete

5 Filling in plinth with sand under floors 10.79 Cum. 481.80

including watering ramming, consolidating and

dressing complete

6 Providing and laying cement concrete 1:2:4 (1- 18.22 Cum. 3923.85

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

7 Providing and laying controlled cement concrete 11.18 Cum. 4563.18

M- 200 and curing complete including the cost. of

form work but excluding the cost of

reinforcement for reinforced concrete work in (A)

Foundations footing base of columns and the like

and mass concrete

8 Providing and laying controlled cement concrete 5.86 Cum. 8001.22

M-200 and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Column upto

9 Providing and laying cement concrete M.200 and 0.57 Cum. 8042.18

curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column

D) Column, Pillers, posts and struts, upto

10 Providing and laying controlled cement concrete 12.34 Cum. 6321.59

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Beams,(E) Beam, upto All Floor.

11 Providing and laying controlled cement concrete 10.79 Cum. 6267.05

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in All Types of

Slab,All Thickness (C) Slab upto Plinth and upto

12 Providing and laying controlled cement concrete 0.32 Cum. 5865.06

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Lintel upto All

13 Providing and laying controlled cement concrete 0.90 Cum. 6886.18

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

for reinforced concrete work in Chajja. upto All

14 Providing and fixing TMT bars Fe-500D steel 4865.66 kg 77.30

reinforcement for R.C.C. work including binding,

bending and placing in position complete upto

floor two level ,Ground Floor, First Floor , Second

Floor, Third Floor, Terrace Floor (all floor).

15 Brick work using common brunt clay building 6.17 Sqmt 4214.32

bricks having crushing strength not less than

kg/sqcm. in foundation and plinth in cement

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional Ground floor upto Plinth

16 Brick work using common brunt clay building 21.67 Cum. 4503.04

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level

upto floor two level in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional

17 Brick work using common brunt clay building 4.69 Cum. 4545.16

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level

upto floor two level in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional

18 Half brick masonry in common brunt clay 37.64 Sqmt 629.83

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in (B) Conventional

19 Providing 15mm thick cement plaster in single 197.58 Cum. 161.19

coat on Rough (Similar)side of single or Full/half

brick walls for interior plastering upto floor two

level and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) Ground

20 Providing 15mm thick cement plaster in single 20.40 Cum. 185.75

coat on Rough (Similar)side of single or Full/half

brick walls for interior plastering and finished

even and smooth in (ii) Cement mortar 1:4 (1-

cement :4-sand) First Floor

21 Providing & laying10 mm. thick cement plaster 72.00 Sqmt 148.31

in single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1

cement : 4 sand) Ground Floor

22 20mm thick sand faced cement plaster on walls 160.94 Sqmt 315.68

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M.

1:3 (1-cement : 3-sand) and 8mm thick finishing

coat of C.M. 1:1 (1-cement : 1-sand) etc.

complete. Upto Ground Floor t

23 Providing and laying polished Granite Slab 5.84 Sqmt 2190.69

18mm thick in Flooring laid 20mm thick Cement

Mortar 1:4 (1-Cement : 4-Coarse Sand) and

jointed with Grey Cement Slurry including full

molded round front edges , rubbing and polishing

24 Providing and laying polished Granite Slab 26.63 Sqmt 2159.38

18mm thick in Risers of steps Dedo, window sill,

jembs and pillars laid 10 mm thick Cement

Mortar 1:4 (1-Cement : 4-Coarse Sand) and

jointed with Grey Cement Slurry including full

molded round edges , rubbing an

25 Providing and laying Vitrified tiles 8 to 10 mm 56.02 Sqmt 1120.36

thick , 24'' x 24'' in flooring treads of steps and

landing laid on a bed of 12mm thick cement

mortar 1:3 (1-cement : 3-coarse sand ) finishing

with flush pointing in white cement.Soluble Salt

PVT. Tiles in All Rooms.

26 Providing and laying Vitrified tiles 8 mm thick , 66.60 Sqmt 1195.02

24'' x 24'' in skrting risers of steps and dedo on

10mm thick cement plaster 1:3 (1-cement : 3-

coarse sand) and jointed with white cement slurry

Soluble Salt PVT. Tiles in All Rooms.

27 Providing and fixing flush door both sides 12.39 Sqmt 2838.10

laminated andshutter fabricated from 35 mm

thick solid core malemine faced three layered pre

laminated flat pressed wood based exterior grade

bonded BWP/BWR synthetic resin having

stamped IS 12823 grade I type II including three

coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type

designs fixtures / fastening 2Nos. Handles, 2Nos.

Aldropes, towerbolt etc. as per architectural

detailed drawing and as directed by engineer in

28 Providing and fixing window having extruded 9.30 Sqmt 1583.95

aluminum Colour anodized section frame main

outer size 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg /

Rmt), horizontal two track member size Both

Side 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt),

with sliding shutters of horizontal member size

Kg/mt), vertical member of size 66.00 mm x

26.00 mm x 1.50mm (wt.of 0.90 Kg/mt) with

mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for

29 Providing and fixing standared extruded of 2.16 Sqmt 1175.55

alluminium section of size 63mm x 38.10mm x

1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

30 Providing and fixing M.S. grill of required pattern 288.00 kg 116.15

of windows etc. with M.S.. flats at required

spacing and frame alround square or round

headed bolts and nuts or by screws.including

applying a priming coat of red lead paint and two

coats of oil painting

31 Applying two coats of Birla (white cement based) 223.38 Sqmt 40.59

or (acrylic lapy- putty) or equivalent & two coats

of primer of approved brand and manufacture on

new wall surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth. with Wall painting (three coats)

with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give

an even shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

32 Wall painting (two coats) with plastic emulsion 223.38 Sqmt 84.36

paint of approved brand and manufacture on

undecorated wall surface,Ceiling surface to give

an even shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

33 Finishing wall with weather proof exterior 160.94 Sqmt 120.26

emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc

complete. Priming: Apply a liberal coat of exterior

acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended.

Minimum 4-6 hours duration is required

between each coat of weather shield max paint

34 Applying priming coat over new steel and other 11.46 Sqmt 128.62

metel surface after and including preparing the

surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes

fine steel wood, scrapers and sand paper with

ready mixed priming paint brushing red lead. and

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

including cleaning the surface an even shade

including cleanicn the surface of all dirt, dust and

other foreign matter.

35 Providing and laying integral cement based water 72.00 Sqmt 880.72

proofing treatment including preparation of

surface as required for treatment of roofs,

balconies, terraces etc. consisting of following

(a) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement admixed

with proprietary water proofing compound

comforming to IS:2645 over the R.C.C. slab

including cleaning the surface before tratment.

(b) Laying cement concrete using broken

bricks/brick bats 25 mm to 100 mm size with

50% of cement mortar 1:5 (1 Cement : 5 Coarse

sand) admixed with proprietary water proofing

compound conforming to IS:2645

,brick bats is finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with special

water proofing compound confirming to IS:2645

& top smooth finished with trowel with false

chequered marking of 300 mm.size.The

treatment is carried along the vertical surface of

the parapet & other adjoining wall up to height of

about 300 mm in a shape of quarter round vata

Incl. curing etc. Comp. With average thickness

of 120 mm and minimum thickness at khurra as

65 mm.'(c) The whole terrace so finished shall

be flooded with water for a minimum period of

two weeks for curing and for final test. All above

operations to be down in order and as directed

36 Providing andby the engineer-in-charge.

broken chine mosaic 72.00 Sqmt 779.69

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto

surface using .

37 Providing and fixing Stainless Steel railing having 3.00 RMT 3333.50

50 mm dia hollow stainless steel pipe as hand

rail and 32 mm dia hollow stainless steel pipe

with combination of 10 cm long 16mm dia pipe

as per virtical supports 20 mm dia hollow

stainless steel pipes H

38 Providing and fixing Stainless Steel railing having 2.50 RMT 3589.54

50 mm dia hollow stainless steel pipe as hand

rail and 32 mm dia hollow stainless steel pipe

with combination of 10 cm long 16mm dia pipe

as per virtical supports 20 mm dia hollow

stainless steel pipes H

39 Providing and fixing wash down water closet 2.00 Nos 1648.15

(European type, W.C. Pan) with integral P or S

trap including jointing the trap with soil pipe in

Cement Mortar 1:1 (1-Cement : 1-fine sand)

inculding Providing and fixing plastic seat and

cover for wash down water closer with C.P. brass

hinges and rubber buffers. (A) vitreous China

Pattern :(i) in white colour

40 Providing and fixing washbasin with single hole 2.00 Nos 2165.90

for pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making good

the Providing and fixing C.P. brass waste for

washbasin or sink. (A) 32mmdia.,Providing and

fixing pillar tap,

41 Providing and fixing Kitchen sink with C.I. or M.S. 1.00 Nos 3204.92

brackets, painted white including cutting holes in

walls and making good the same (C) S.S. &

Sink.(i) 600mm x 450mm x 150mm size with

Providing and fixing C.P. brass waste for

washbasin or sink

42 Providing and fixing PVC SWR Nahni trap IS 4.00 Nos 599.63

14735 for drain - 100 mm diameter with jali of the

following nominal diameter of self cleansing

design with C.I scread down or hinged grating

including the cost of cutting and making good the

43 Providing and fixing screw down bib taps of 6.00 Nos 186.83

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia.

44 Providing and fixing 600mm x 450mm bevelled 2.00 Nos 859.40

edge mirrror of superior glass mounted on 6mm

thick A.C. sheet or plywood sheet and fixing to

wooden pluge with C.P. brass screws and

45 Providing and fixing Gun metal check or non- 2.00 Nos 420.63

return fullway wheel valve. 25mm. dia.

46 Providing and fixing chromium plated brass half 2.00 Nos 263.77

turn flush cock of approved quality including

fixing in pipe line etc. complete.(ii) 25mm dia.

47 Providing and fixing ball cock of approved. quality 1.00 Nos 132.89

as directed.(A) Copper Metal (A) 25mm. dia.

48 Providing laying and jointing in true line and level 21.00 RMT 72.65

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings as approved by Engineer

In Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concealed as directed including necessary

fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent,

including cost of all materials.

49 Providing laying and jointing in true line and level 16.00 RMT 91.84

25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings as approved by Engineer

In Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concealed as directed including necessary

fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent,

including cost of all materials.

50 Providing, laying and jointing in true line and level 28.00 RMT 878.56

110 diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed

with adhesive solvent cement including cost of all

51 Providing and fixing S.W. gully trap with C.I. 2.00 Nos 1246.92

grating brick masonry chamber and water tight

C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight.(i) Square mouth

traps.(B) 150mm x 100mm size P or R type

52 Constructing Brick masonry road gully chamber 2.00 Nos 2017.19

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

53 Constructing brick masonry chamber for 2.00 Nos 2932.93

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame

(Light duty) 455mm x 610mm intenal dimensions

total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm

and 450mm deep for single pipe line.

54 Providing laying (to level or slopes) and jointing 10.00 RMT 257.19

reinforced concrete Light duty non-pressure

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for

collar joints including testing of joints complete.

55 Providing & fixing G.I. Rain water spout of 50 2.00 Nos 101.90

mm.dia & 30 cm length etc.

56 Providing and fixing in position cowel went to 2.00 Nos 505.17

pipes.(C) 100mm dia

57 Providing erecting and fixing double coated 1000.00 Litr 3.94

PVC. (ISI) water tank of required capacity each

with all necessary fittings and connection etc.

complete on terrace.

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in

figures and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed

by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt G.R.: PRC-10/2017 Cement Consumption/16/C Date: 11/05/2017 as stated in S.O.R.

therefore in R.C.C. items where the reisa change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division