Community Hall

Name of work : Construction of Community Hall in Scheduled Caste Area At Naviyani Village Ta.:- Patdi

Dist.:-Surendranagar

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

1 Clearing and grubbing road land including uprooting 0.01 Hect. 80243.79

rank vegetation grass bushes, shrubs, sapling and

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (A)

By manual means in area of light jungle

2 Excavation for foundation up to1.5m depth 32.40 Cu.M. 117.07

including sortingout and stacking of useful material

sand disposing off the excavated stuff upto 50 Meter

lead. (A) Loose or soft soil.

3 Filling available excavated earth(excluding rock) 22.20 Cu.M. 130.39

in trenches. plinth, sides of foundations etc. in layers

note exceeding 20cm. in depth consolidating each

disposited layer by ramming and watering.

4 Filling in foundation and plinth with murrum or 77.00 Cu.M. 282.02

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete.

5 Providing and laying Ordinary cement concrete M- 2.50 Cu.M. 3837.03

150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete working (A) Foundations, footings, Base

of columns and Mass concrete.

6 Providing and laying Ordinary cement concrete M- 3.50 Cu.M. 4889.61

250 and curing complete including the cost of form

work but including the cost of reinforcement

for reinforced concrete work in foundation footings,

base of columns and mass concrete.

7 Providing and laying Ordinary cement concrete M- 0.70 Cu.M. 7886.08

250 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Columns, pillars

posts and struts G.FLOOR

8 Providing and laying cement concrete 1:4:8 (1 cement 1.80 Cu.M. 2641.52

: 4 coarse sand : 8 stone aggregates 40 mm. nominal

size) and curing complete excluding cost of from work

in (a) Foundation and plinth

9 Providing and laying Ordinary cement concrete M- 2.10 Cu.M. 8467.84

200 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Columns, pillars

posts and struts G.FLOOR

10 Providing and laying Ordinary cement concrete M- 3.70 Cu.M. 6177.16

250 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Plinth BEAMS.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

11 Providing and laying Ordinary cement concrete M- 4.10 Cu.M. 2742.15

150 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Plinth Slab.

12 Providing and laying Odrinary cement concrete M- 5.50 Cu.M. 6554.49

200 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in BEAMS Ground Floor.

13 Providing and laying Ordinary cement concrete M- 1.10 Cu.M. 7424.10

200 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Lintels Ground Floor.

14 Providing and laying Ordinary cement concrete M- 0.50 Cu.M. 8046.87

200 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Chhajjas

including finishing the exposed surfaces with

cement mortar 1:3 (1cement : 3 fine sand) to give a

smooth surface (Flat / Round shape as per drawing)

15 Providing and laying Ordinary cement concrete M- 5.10 Cu.M. 6115.04

200 and curing complete including the cost of form

work but excluding the cost of reinforcement

for reinforced concrete work in Slab Ground Floor.

16 Providing TMT bar reinforcement of Fe-415 for 2470.00 Kg. 67.25

R.C.C. work including bending binding and placing

in position complete up to All floor Level

17 Brick work using common Brunt clay building 5.30 Cu.M. 4021.02

bricks having crushing strength not less than

Kg./Sq.cm.. In foundation and plinth in cement mortar

1:6 (1cement : 6 fine sand) (b) Conventional

18 Brick work using common Brunt clay building 23.00 Cu.M. 4289.32

bricks having crushing strength not less than

Kg./Sq.cm. In super structure above plinth level

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

: 6 fine sand)(b) Conventional (Ground Floor)

19 Brick work using common Brunt clay building 4.30 Cu.M. 4329.81

bricks having crushing strength not less

than 35 Kg./Sq.cm.. In super structure above

plinth level upto floor two level in cement mortar

1:6 (1cement : 6 fine sand) (b) Conventional (First

20 Providing and fixing One side hung shutters with 3.30 Sq.Mt 7521.26

both side prelaminated Factory Pressed 35 mm .

thick Flush Door of natural wood grain shade as

approved by this office with T.W. moulding strip on

all side & Frame 15 x 7.5 Cm Size. etc complete

including three coats of oil painting with primer coat

of approved manufacture and shade as directed.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

21 Providng and fixing 35mm thick shutters for 6.50 Sq.Mt 4499.24

doors, window and clearestorey window including .

Indian teak wood frames 12cm x 7cm size

including anodized aluminium fixtures and

fastening including primer coat of approved quality

and two coats of oil painting etc. complete including

providing and fixing 16 mm Dia

M.S. Polished bar embeded in frame (i) Fully Glazed

22 Providinfg and fixing Safety grills of 478.00 Kg. 107.36

required pattern for windows / Door using

mm dia M.S polished bars and Rectangular CRC

pipes of size 50 x 30 x 2mm at required spacing as

per design and hold fasting with coach bolts

including one coat of primer and two coats of

mattfinished oil painting etc complete.

23 Providing and laying machine cut free 7.70 Sq.Mt 2135.34

edges,machine polished & matt finished granite stone .

finished tread and riser in single piece (max .150 ) with

10 cm skirtng of the same. over 20 mm. (average)

thick base of cement mortar 1:6 (1 cement : 6 coarse

sand ) or L.M. 1:1.5 and laid over and jointed with

grey cement slurry including rubbing and polishing

24 Providing and laying 24" X 24" Vetrified 8mm thick 40.00 Sq.Mt 1397.82

tile flooring over 20mm (ave) base of C.M. 1:6 on new .

surfac or fixing on existing flooring by adhesive

material incl. dismentaling of existing flooring

and jointed with colour cement-slurry incl. finished

with flush pointing & cleaning the surface etc. comp. (

80% Vitrified Glossy & 20% Antiskid, Johnson /

Nitco / Kajaria/ Somani or equivalent )

25 Providing and laying Mirror polished Granite stone slab 15.60 Sq.Mt 2754.77

18 mm (Average) thick for For Doors / WIndows .

cill & Jams Clading as per design incl. Half moulded

round edges on 10 mm thick cement mortar 1:3 (1 -

cement : 3 coarse sand ) jointed with grey

cement slurry including rubbing and polishing

26 Providing 15 mm. Thick Mala plaster in two coats on fair 77.30 Sq.Mt 186.12

side brick / concrete wall for interior plastering .

consisting of 12 mm. Thick backing coat of cement

mortar 1:4 (1- Cement : 4-sand) and 3 mm Thick

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

complete Ground Floor

27 Providing 15 mm. Thick Mala plaster in two coats on fair 57.40 Sq.Mt 208.87

side brick / concrete wall for interior plastering .

consisting of 12 mm. Thick backing coat of cement

mortar 1:4 (1- Cement : 4-sand) and 3 mm. Thick

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

complete (First Floor)

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

28 Providing 10 mm. Thick cement plaster in single 48.20 Sq.Mt 163.52

coat for plastering on ceiling and soffits of stairs upto .

floor two level and finished even and smooth

in : (I) Cement mortar 1:3 (1 cement : 3 sand)

29 Applying two coats of Birla or Asian acrylic 183.00 Sq.Mt 40.59

lappy (putty) and 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.

30 Wall painting (three coats) with plastic emulsion 48.20 Sq.Mt 119.42

paint of approved brand and manufacture on wall .

surfaces to give an even brushing the surface free

from mortar droppings and other foreign matter and

sand papered smooth.

31 Finishing wall with weather proof exterior 134.70 Sq.Mt 114.53

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

32 Providing laying and jointing in true line and 30.00 Rmt. 72.64

level following dia. U.P.V.C. Pipe(SCH -40) line

including fittings make or equivalent as approved

by Engineer In charge. Pipe shall be fixed on the wall

with the help of clamp at every two meter 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. (A) 15 mm

32 Providing laying and jointing in true line and level 5.00 Rmt. 835.14

110 diameter U.P.V.C. SWR Type B pipe confirming to IS

13592 1992 with one end plain and other end

socketed with rubbering, & fitting 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 diameter x

mm length x 145 mm high at every 2000 mm centre

to centre 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 materials.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

33 Providing and fixing ready made modular type 1.80 Sqm 4374.20

cupboards as per manufacturers specifications

including necessary fixtures, fastening like locking

arrangement for pad lock,handles,hinges with

approved shade of spray painiting etc complete

as directed without mirror for all floor.

34 Providing laying and fixing name plate takti taken as 1.00 Nos. 3030.00

per ditected engineer incharge.

35 Point wiring for Light / Fan/Bell/ Primary Point with 2- 12.00 Point 336.63

1.5 sq. mm and earthwire of 1.5 sq. mm (green) both are

of ISI marked 1.1 kv grade FRLS PVC insulated

multistrand copper wires, in following type of pipe to be

erected concealed in /flushed on wall/ceiling,

complete with 6A Tissino Type ISI marked flush type

switch/bell push and accessories erected on

Metal/PVC Box covered with 3 mm

thick PC(Polycarbonet) /Acrylic sheet. with necessary

Lamp holder/ceiling rose /H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories

36 Point wiring for looped PLUG with tissino type single 4.00 Point 153.01

pole ISI marked Switch and Socket erected with

necessary connections erected on wooden /Metal/PVC

Box covered with 3 mm thick PC(Polycarbonet)

/Acrylic sheet for open / concealed wiring for

following size. [B] For 16 Amp.

37 Rigid PVC pipe 3/4'' size. 70.00 Mtr. 23.46

38 Supplying and erecting XLPE (IS:7098)(1)-88 ISI 70.00 Mtr. 132.61

unarmoured copper cable 1.1 KV grade to be erected

as directed of following size. (E) 3 core 2.5 Sq. mm

39 Approved make Double Pole Plastic Switch and fuse 1.00 Each 153.01

250V., 30A confirming to IS erected on Polished

wooden block as directed.

40 Supplying and erecting Fan Hook of 10 mm M.S. Round 6.00 Each 51.00

bar grouted in RCC slab with Making the site

41 Providing and erecting Approved make Ceiling fan 6.00 Each 1734.17

with double ball bearing ISI mark with condenser A.C.

230V.50 c/s.1200 mm. sweep complete, canopy and

30 cms. down rod erected on existing hook or clamp

with 24/0.2, 3 core flexible wire with earthing. [Make

shall be approved by Engineer in charge]

42 Pipe type earthing having 150 cms.long and 2.5 cms. 1.00 Each 438.64

dia. galvanised iron pipe with coupling and buch

buried in specially prepared earth pit complete with

necessary 8 SWG earth wire.

43 Providing and Fixing Power saver CFL lamp direct 1.00 Each 121.20

holder fitting 5-W

44 Providing and Fixing T-5 20 - W LED 12.00 Each 382.53

Rs. Eight Lacs Thirty Four Thousand Six Hundred Sixteen and Forty Paisa Only.

Item Description of Item (With brief specification and Quantity Unit Rate Amount

No. reference to book of Specification)

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2.The labour cess 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 there is a 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat (R&B) Division

Patdi Surendranagar p