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Name of Work :- Construction of Gram Panchayat Building at Village Ishvariya Ta. Botad

Bill of Quantities

Memorandum showing items of works to be carried out

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

1 64.130 Cum Excavation for foundation upto 1.5 121.71 Rupees One One

M depth including sorting out and Hundred Twenty Cubic

stacking of useful materials and One and Paise metre

disposingof the excavated stuff upto Seventy One only

all lead. (A). Loos or Soft Soil

2 1.910 Cum Providing and Laying cement 4107.36 Rupees Four One

concrete 1:3:6 (1-Cement , 3:- Thousand One Cubic

Coarse sand : 6- Crushed stone Hundred Seven metre

aggregate 20 mm nominal size ) and and Paise Thirty

curing Complete including cost of

formwork in (A) wall caps / Coping

3 15.930 Cum Providing and laying cement 3769.15 Rupees Three One

concrete 1:2:4 and curing complete Thousand Seven Cubic

excluding the cost of form work and Hundred Sixty metre

reinforcement for in (A) Foundation Nine and Paise

footing base of columns and mass

4 12.830 Cum Providing and laying controlled C.C. 4076.28 Rupees Four One

M-200 and curing complete Thousand Cubic

Seventy Six and metre

excluding the cost of formwork and

reinforcement for reinforced Paise Twenty

concrete work in (A) foundation,

footing Base of column and mass

5 9.340 Cum Provinding and laying controlled 8810.28 Rupees Eight One

C.C. M-200 and curing complete Thousand Eight Cubic

including the cost of formwork but Hundred Ten and metre

excluding cost of reinforcement for Paise Twenty

reinforced concrete work in column

up to all level.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

6 8.710 Cum Provinding and laying controlled 6388.73 Rupees Six One

C.C. M-200 and curing complete Thousand Three Cubic

including cost of form work but Hundred Eighty metre

excluding cost of reinforcement for Eight and Paise

reinforced concrete work in Ground /

7 5.720 Cum Providing and laying controlled 7009.95 Rupees Seven One

cement concrete M-200 curing Thousand Nine Cubic

and Paise Ninety metre

complete in cluding cost of

formwork but excluding cost of Five only

reinforcement for reinforced

concrete work in Beam up to all

8 1.910 Cum Providing and laying controlled 6672.32 Rupees Six One

cement concrete M-200 for R.C.C Thousand Six Cubic

Hundred Seventy metre

LINTEL including the cost of

formwork with curing etc. complete Two and Paise

Thirty Two only

excluding the cost of reinforcement

up to floor all Floor level.

9 0.930 Cum Providing and laying controlled 6423.57 Rupees Six One

cement concrete M-200 and curing Thousand Four Cubic

complete including the cost of Hundred Twenty metre

formwork but excluding the cost of Three and Paise

reinforcement for R.C.C work in

CHHAJJA including finishing the

exposed surface to give smooth &

even surface centering and formwork

& curing complete. for all Floor

10 14.130 Cum Providng and laying controlled 8836.50 Rupees Eight One

cement concrete M-200 and curing Thousand Eight Cubic

complete including the cosr of form Hundred Thirty metre

work but excluding the cost of Six and Paise

reinforcement for R.C.C work in

Slab up to all Floor level

11 43.410 Cum Filling available excavated earth 135.57 Rupees One One

(excluding rock) in trenches, plinth, Hundred Thirty Cubic

sides of foundation etc. in layer not Five and Paise metre

exceeding 20 cm. In depth Fifty Six only

consolidating each deposited layer

by raming and watering.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

12 85.720 Cum Filling in foundation and plinth with 298.78 Rupees Two One

murrum or selecred soil in layer of Hundred Ninety Cubic

20 cm.thickness including watering Eight and Paise metre

ramming and consolidation ane etc. Seventy Eight only

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

13 4952.270 Kg Providng thermo mechanically 76.52 Rupees One

treated bars FE 500 bar Seventy Six and Kilogra

reinforcement for R.C.C. work Paise Fifty Two m

including bending binding and only

placing in position etc. complete for

all floor level.

14 11.450 Cum Brick work using common burnt clay 4171.73 Rupees Four One

building bricks having crushing Thousand One Cubic

strength not less than 35 kg./Sq.Cm. Hundred Seventy metre

in foundation and plinth in Cement One and Paise

Mortar 1:6 (1- Cement : 6 -fine sand)

(B) Conventional

15 51.130 Cum Brick work using common burnt clay 4214.74 Rupees Four One

building bricks having crushing Thousand Two Cubic

strength not less than 35 Kg./Smt. In Hundred Fourteen metre

super structure above plinth level and Paise Seventy

upto all floor level in cement mortar

1:6 (1 cement :6 fine sand) (B)

16 11.520 Sqm Providing and fixing Alluminium 4000.00 Rupees Four One

windows having three track section Thousand and Squere

92 mm x 31.55 mm ,shutter section

40 mm x 18 mm mounted on bearing

to slide on track colour anodized in

20 micron in approved shade

including 5 mm clear plate glass,

PVC track gasket, EPDM rubber

gasket on glass of weather tightening

along with locks, handle including

sealing gap with marble surfaces

with silicon sealants making it water

proof in al manner etc. comp. as per

architect's details at all floor

levels.(powder coated) for all floors

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

17 1.080 Sqm Providing and fixing in standerd 1278.03 Rupees One One

extruded Aluminium section of size Thousand Two Squere

63.50 x 38.10 x 1.95(of Jindal Hundred Seventy metre

Section no.4605,@ Wt 1.094 Kg/ Eight and Paise

Rmt with colour poweder coated

aluminium frame with 5 mm thick

transperent bronze colour tinted with

float glass with colour anodized

alluminium fram for ventilation with

5 mm thick frosted glass as details

etc complete for window

18 19.850 Sqm Providing and fixing 35 mm thick 3294.07 Rupees Three One

panelled ,glazed or panelled and Thousand Two Squere

Hundred Ninety metre

glazed shutters, for Doors windows

and clearstory windows including Four and Paise

black enamelled M.S. But hinges

with necessary screws. (A) Plywood

19 200.000 Kg Providing and FixingM.S. Grills of 170.64 Rupees One One

required pattern to wooden frames of Hundred Seventy Kilogra

pipe / agle etc. including priming and Paise Sixty m

coat of approved primer and two Four only

coats of oil painting etc. complete

ordinary grill.

20 172.800 Kg Providing and fixing M.S. Grills of 205.80 Rupees Two One

required pattern to wooden frames of Hundred Five and Kilogra

windows etc. with M.S. flats at Paise Eighty only m

required spacing and frame alround

,square or round bars with round

headed bolts and nuts or by screws

(A)Plain Grill.Providing fusion

bonded Epoxy coating not less than

175 micron thickness and up to

micron to reinforcement bars as per

including testing of coating at plant

and all taxes (A) 10mm to 16mm dia

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

21 324.880 Sqm Providing 15 mm thick cement 220.46 Rupees Two One

plaster in single coat on Rough / Hundred Twenty Squere

(Similiar) side of single or half brick and Paise Forty metre

walls for interior plastering up to all Six only

floor level and finished even and

smooth in (ii) cement mortar 1:4 (1

cement : 4 sand) (A) Up to all floor

22 281.840 Sqm 20 mm thick sand faced cement 339.02 Rupees Three One

plaster on walls upto all height Hundred Thirty Squere

above ground level consisting 12 mm Nine and Paise metre

thick backing coat of c.m. 1:3 (1 Two only

cement : 3 sand ) and 8 mm thick

finishing coat of cm 1:1 (1 cement :

1 sand) etc. complete.

23 104.560 Sqm Providing 10 mm thick cement 203.92 Rupees Two One

plaster in single coat on Ceilling for Hundred Three Squere

interior plastering and finished even and Paise Ninety metre

and smooth in cement mortar 1:3 (1 Two only

cement : 3 sand) including finishing

with a floating coat of neat cement

24 22.700 Sqm Providing and laying Kota stone slab 1079.95 Rupees One One

Flooring over 20 mm (average) base Thousand Squere

of cement mortar 1:6 (1- Cement, 2- Seventy Nine and metre

Coarse sand ) or L.M. 1:1.5 (1- Paise Ninety Five

Lime Putty : 1.5- Coarse Sand ) laid

and jointed with gray cement slurry

including rubbing and polishing

complete (A) Marbale 30 mm thick

25 18.900 Sqm Providing and laying ceramic tiles 6 982.43 Rupees Nine One

mm thick in flooring treads of step Hundred Eighty Squere

and landing laid on a bed of 12mm Two and Paise metre

thick cement mortar 1:3 (1-cement : Forty Three only

3-coarse sand) finshing with flush

pointing in whaite cement.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

26 86.970 Sqm Providing and Laying 24 " x 24 " 1251.89 Rupees One One

vitrified 8 mm thick tiles flooring Thousand Two Squere

over 20 mm (average) base of Hundred Fifty One metre

cement 1:6 (1- cement ,6- Coarse and Paise Eighty

sand ) on new surface or fixing on

existing floring by adhesive material

including dismentaling of existing

flooring and jointed with color

cement slurry including finished with

flush pointing & cleaning the surface

etc. Comlete for lite shade

27 25.000 Rm Providing laying and jointing in true 90.93 Rupees One

line and level 25mm dia. U.P.V.C. Ninety and Paise Running

Pipe ( SCH- 40) for cold water Ninety Three only metre

including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX

or equivalent 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 concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

28 50.000 Rm Providing laying and jointing in true 71.93 Rupees One

line and level 15mm dia. U.P.V.C. Seventy One and Running

Pipe ( SCH- 40) for cold water Paise Ninety Three metre

including fittings make PRINCE / only

SUPREME / ASTRAL / FINOLEX

or equivalent 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 concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

29 2.000 No Provision & fixing water closet 1592.10 Rupees One One

squatting orrissa type W.C pan size Thousand Five Number

580 mm integral footrest and 100 Hundred Ninety

vitreos china long patter white or Two and Paise

colour {hindustan, cera, parryaware

30 2.000 No Providing and fixing wash basin with 1470.19 Rupees One One

single hole for piller tap with C.L. or Thousand Four Number

M.S. brackets painted white Hundred Seventy

including cutting holes and making and Paise Ninteen

good the same but excluding fitting.

(A) Vitreos Chine: (ii) Flat Back

wash basin 500mm x 400mm size

(i)In white colour.

31 5.000 No Providing and fixing screw down bib 184.98 Rupees One One

taps of following size. (A) Brass Hundred Eighty Number

screw down bib tap polished bright. Four and Paise

(i) 15 mm dia. Ninety Eight only

32 6.000 No Providing and fixing cast iron(spun) 630.08 Rupees Six One

nanhi trap of the following nominal Hundred Thirty Number

dia of self cleaning design with C. I. and Paise Eight

screwed down or hinged grating only

including cost of cutting and making

good the walls floos 100 mm inlet

and 50 mm out.(C)100mm Dia

33 14.000 Rm Providing and fixing cast iron spigot 733.67 Rupees Seven One

and socket soil waste and ventilating Hundred Thirty Running

pipe of the following nominal size 75 Three and Paise metre

mm dia. Sixty Seven only

34 20.000 No Providing and fixing in position cowl 500.17 Rupees Five One

vent to pipe (II) 100mm Hundred and Number

Paise Seventeen

35 2.400 Rm Providing and fixing the PVC pipe 690.00 Rupees Six One

rain water out let pipe of I.S.I mark Hundred Ninety Running

approved quility make equivalent to and Paise Zero metre

finolex with necessesary bend plug, only

jali ,clamps, etc. complete 75 mm

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

36 1.000 No Constg. Khad kuwa with R.C.C. top 9722.41 Rupees Nine One

slab 1:2:4 mox 1 Cement, 2 cours Thousand Seven Number

Sanc, 4 stone agg. 20mm nominal Hundred Twenty

size foundation concrete 1:5:10 mix Two and Paise

1, cement, 5 Cours sand 10, ston

aggrate with Hollow Brick masonary

for arround walletc. comp.

37 2.000 No Constructing brick masonary for 3624.51 Rupees Three One

underground C.I. inspection chamber Thousand Six Number

and bends with bricks having crushing Hundred Twenty

strength no less then 35kg/cm2 in c:m Four and Paise

1:5: C.I. cover with frame ( light duty ) Fifty One only

445mm x 610 mm internal dimensions

total weight of cover with frame to be

not less than 38 kg ( wt. or cover 23 kg

and wt. of frame 15 kg) R.C.C. top slabe

with 1: 2 : 4 mix ( 1 cement : 2 coarse

sand : 4 grade stone aggregate 20mm

size ) foundation concrete 1 : 5 :

inside plaster 15 mm thick with cement

mortar 1 : 3 finished smooth with a

floating conat of neat cement on wall and

bed conceret etc. complete. ( ii ) inside

dimensions 500 mm x 700 mm x

mm deep for pipeline with one or two

38 1000.000 Lit Providing erection and fixeing 3.91 Rupees Three One

double coated syntex or equavalnt and Paise Ninety Litre

PVC (isi) marked water tank of One only

required capacity of each with all

necessesary fittings and connection

etc. copmlete on tarace

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

39 324.880 Sqm Wall painting (two coats) with 164.34 Rupees One One

plastic emulsion paint of approved Hundred Sixty Squere

brand and manufacture on Four and Paise metre

undecorated wall surface to give an Thirty Four only

even shade including throughly

brushing the surface free from

mortar droppings and other foreign

matter and sand papered

smooth.Extra over item 57 for every

subsequent coat of wall painting with

plastic emulsion pain of approved

brand. Applying two coats of Birla

(white cement based) or Asian

(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.

40 104.560 Sqm Wall painting (two coats) with plastic 169.81 Rupees One One

emulsion paint of approved brand and Hundred Sixty Squere

manufacture on undecorated wall surface Nine and Paise metre

to give an even shade including Eighty One only

throughly brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth.Extra

over item 57 for every subsequent coat

of wall painting with plastic emulsion

pain of approved brand.Extra over item

57 for painting with plastic emulsion

paint of approved brand on ceilings and

sloping roofs. Applying two coats of

Birla (white cement based) or Asian

(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.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

41 281.840 Sqm Finishing wall with weather proof 119.07 Rupees One One

exterior emulsion paint on wall Hundred Ninteen Squere

surface (two coats) to give an and Paise Seven metre

required shape even shade after only

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials.etc complete

42 102.830 Sqm Providing and laying broken chine 771.98 Rupees Seven One

mosaic flooring for terrace using 12 Hundred Seventy Squere

mm to 20 mm broken pieces of One and Paise metre

glazed tiles to be laid over cement Ninety Eight only

mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out

upto surface using white cement

including rounding off junctions and

extending them upto 15 cm along the

wall,clearing with water and oxalic

acid etc. as directed.

43 16.000 Point Point wiring for Light / Fan/ Bell/ 333.30 Rupees Three One

Primary Point with 2-1.5 sq. mm and Hundred Thirty Point

earthwire of 1.5 sq. mm (green) both Three and Paise

are of ISI marked 1.1 kv grade FRLS Thirty only

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

44 6.000 Point Point wiring for looped PLUG with 151.50 Rupees One One

tissino type single pole ISI marked Hundred Fifty One Point

Switch and Socket erected with and Paise Fifty

necessary connections erected on only

wooden /Metal/ PVC Box covered

with 3 mm thick PC(Polycarbonet)

/Acrylic sheet for open / concealed

wiring for following size.

[B] For 16 Amp.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

45 67.000 Rm Rigid PVC Pipe 3/4" size. 23.23 Rupees Twenty One

Three and Paise Running

Twenty Three only metre

46 67.000 Rm Supplying and erecting 131.30 Rupees One One

XLPE(IS:7098)(I)-88 ISI Hundred Thirty Running

unarmoured copper cable 1.1 KV One and Paise metre

grade to be erected as directed of Thirty only

following size. (E) 3 core 2.5 Sq. mm

47 1.000 No Approved make Double Pole Plastic 151.50 Rupees One One

Switch and fuse 250V., 30A Hundred Fifty One Number

confirming to IS erected on Polished and Paise Fifty

wooden block as directed only

48 5.000 No Supplying and erecting Fan Hook of 50.50 Rupees Fifty One

10 mm M.S. Round bar grouted in and Paise Fifty Number

RCC slab with Making the site as only

49 5.000 No Providing and erecting Approved 1717.00 Rupees One One

make Ceiling fan with double ball Thousand Seven Number

bearing ISI mark with condenser Hundred

A.C. 23OV.50 c/s.1200 mm. sweep Seventeen and

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]

50 1.000 No Pipe type earthing having 150 434.30 Rupees Four One

cms.long and 2.5 cms. dia. Hundred Thirty Number

galvanised iron pipe with coupling Four and Paise

and buch buried in specially Thirty only

prepared earth pit complete with

necessary 8 SWG earth wire.

51 1.000 No Providing and Fixing Power saver 151.50 Rupees One One

CFL lamp direct Hundred Fifty One Number

holder fitting 5-W and Paise Fifty

52 10.000 No Providing and Fixing T-5 20 - W Rupees

378.75 Three One

LED Hundred Seventy Number

Eight and Paise

Seventy Five only

53 4.000 No PPB Executive Table with Pedestal / 15000.00 Rupees Fifteen One

Side Storage Unit PPBR (PPB- Thousand and Number

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

54 6.000 No Lifecare Revolving Chair with Only 2000.00 Rupees Two One

revolving without tilting mechanism Thousand and Number

55 30.000 No FINCHESS Legs Office Chair Non- 700.00 Rupees Seven One

revolving and non-tilting chair Hundred and Number

mm - Non-revolving and non-tilting

chair) Product id: 5116877-

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

56 4.000 MACK FURNITURES Types of 8000.00 Rupees

Shelving Cabinets Small MACK Thousand and Number

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Twenty Lakh Forty Four Thousand Eight Hundred Fifty Eight and Paise Ninety Total

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 as under.

* 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