CDP-5

Name of Work :- Construction of Gram Panchayat Building at Various Villages of Ranpur

Taluka (Package no. BTD/ CDP-5 /GP /Pac 10/ 2026-27), Ta. Ranpur,

Dist. Botad (Umrala, Khas)

Bill of Quantities

Memorandum showing items of works to be carried out

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

1 145.130 Cum Excavation for foundation upto 1.5 122.39 Rupees One One

M depth including sorting out and Hundred Twenty Cubic

stacking of useful materials and Two and Paise metre

disposingof the excavated stuff upto Thirty Nine only

all lead. (A). Loos or Soft Soil

2 4.850 Cum Providing and Laying cement 4131.11 Rupees Four One

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

Coarse sand : 6- Crushed stone Hundred Thirty metre

aggregate 20 mm nominal size ) and One and Paise

curing Complete including cost of

formwork in (A) wall caps / Coping

3 51.370 Cum Providing and laying cement 3794.00 Rupees Three One

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

excluding the cost of form work and Hundred Ninety metre

reinforcement for in (A) Foundation Four and Paise

footing base of columns and mass

4 29.030 Cum Providing and laying controlled C.C. 4099.92 Rupees Four One

M-200 and curing complete Thousand Ninety Cubic

excluding the cost of formwork and Nine and Paise metre

reinforcement for reinforced Ninety Two only

concrete work in (A) foundation,

footing Base of column and mass

5 21.140 Cum Providing and laying controlled C.C. 8858.56 Rupees Eight One

M-200 and curing complete Thousand Eight Cubic

including the cost of formwork but Hundred Fifty metre

excluding cost of reinforcement for Eight and Paise

reinforced concrete work in column

up to all level.

6 22.110 Cum Providing and laying controlled C.C. 6427.72 Rupees Six One

M-200 and curing complete Thousand Four Cubic

including cost of form work but Hundred Twenty metre

excluding cost of reinforcement for Seven and Paise

Seventy Two only

reinforced concrete work in Ground

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

7 14.530 Cum Providing and laying controlled 7047.89 Rupees Seven One

cement concrete M-200 curing Thousand Forty Cubic

complete including cost of Seven and Paise metre

formwork but excluding cost of Eighty Nine only

reinforcement for reinforced

concrete work in Beam up to all

8 4.850 Cum Providing and laying controlled 6709.96 Rupees Six One

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

LINTEL including the cost of Hundred Nine metre

formwork with curing etc. complete and Paise Ninety

excluding the cost of reinforcement

up to floor all Floor level.

9 1.860 Cum Providing and laying controlled 6455.68 Rupees Six One

cement concrete M-200 and curing Thousand Four Cubic

complete including the cost of Hundred Fifty metre

formwork but excluding the cost of Five and Paise

Sixty Eight only

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

10 34.750 Cum Providng and laying controlled 8890.67 Rupees Eight One

cement concrete M-200 and curing Thousand Eight Cubic

complete including the cosr of form Hundred Ninety metre

work but excluding the cost of and Paise Sixty

reinforcement for R.C.C work in

Slab up to all Floor level

11 98.250 Cum Filling available excavated earth 136.31 Rupees One One

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

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

exceeding 20 cm. In depth Thirty One only

consolidating each deposited layer

by raming and watering.

12 202.170 Cum Filling in foundation and plinth with 300.50 Rupees Three One

murrum or selecred soil in layer of Hundred and Cubic

Paise Fifty only metre

20 cm.thickness including watering

ramming and consolidation ane etc.

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

13 11986.460 Kg Providng thermo mechanically 76.97 Rupees One

treated bars FE 500 bar Seventy Six and Kilogra

reinforcement for R.C.C. work Paise Ninety m

including bending binding and Seven only

placing in position etc. complete for

all floor level.

14 29.060 Cum Brick work using common burnt 4197.97 Rupees Four One

clay building bricks having crushing Thousand One Cubic

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

in foundation and plinth in Cement Seven and Paise

Ninety Seven only

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

sand) (B) Conventional

15 107.620 Cum Brick work using common burnt 4236.81 Rupees Four One

clay building bricks having crushing Thousand Two Cubic

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

super structure above plinth level Six and Paise

Eighty One only

upto all floor level in cement mortar

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

16 24.480 Sqm Providing and fixing Alluminium 4021.17 Rupees Four One

windows having three track section Thousand Squere

Twenty One and metre

92 mm x 31.55 mm ,shutter section

40 mm x 18 mm mounted on bearing Paise Seventeen

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)

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

17 2.160 Sqm Providing and fixing in standerd 1284.41 Rupees One One

extruded Aluminium section of size Thousand Two Squere

63.50 x 38.10 x 1.95(of Jindal Hundred Eighty metre

Section no.4605,@ Wt 1.094 Kg/ Four 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

18 42.220 Sqm Providing and fixing 35 mm thick 3311.57 Rupees Three One

panelled ,glazed or panelled and Thousand Three Squere

Hundred Eleven metre

glazed shutters, for Doors windows

and clearstory windows including and Paise Fifty

black enamelled M.S. But hinges

with necessary screws. (A) Plywood

19 400.000 Kg Providing and FixingM.S. Grills of 171.49 Rupees One One

required pattern to wooden frames Hundred Seventy Kilogra

of pipe / agle etc. including priming One and Paise m

coat of approved primer and two Forty Nine only

coats of oil painting etc. complete

ordinary grill.

20 367.200 Kg Providing and fixing M.S. Grills of 206.89 Rupees Two One

required pattern to wooden frames Hundred Six and Kilogra

of windows etc. with M.S. flats at Paise Eighty Nine m

required spacing and frame alround only

,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 Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

21 710.520 Sqm Providing 15 mm thick cement 221.65 Rupees Two One

plaster in single coat on Rough / Hundred Twenty Squere

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

walls for interior plastering up to all Sixty Five only

floor level and finished even and

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

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

22 543.810 Sqm 20 mm thick sand faced cement 340.65 Rupees Three One

plaster on walls upto all height Hundred Forty Squere

above ground level consisting 12 and Paise Sixty metre

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

cement : 3 sand ) and 8 mm thick

finishing coat of cm 1:1 (1 cement :

1 sand) etc. complete.

23 243.270 Sqm Providing 10 mm thick cement 205.08 Rupees Two One

plaster in single coat on Ceilling for Hundred Five and Squere

interior plastering and finished even Paise Eight only metre

and smooth in cement mortar 1:3 (1

cement : 3 sand) including finishing

with a floating coat of neat cement

24 47.890 Sqm Providing and laying Kota stone 1085.49 Rupees One One

slab Flooring over 20 mm (average) Thousand Eighty Squere

Five and Paise metre

base of cement mortar 1:6 (1-

Cement, 2- Coarse sand ) or L.M. Forty Nine only

1:1.5 (1- Lime Putty : 1.5- Coarse

Sand ) laid and jointed with gray

cement slurry including rubbing and

polishing complete (A) Marbale

25 37.800 Sqm Providing and laying ceramic tiles 6 987.34 Rupees Nine One

mm thick in flooring treads of step Hundred Eighty Squere

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

thick cement mortar 1:3 (1-cement : Thirty Four only

3-coarse sand) finshing with flush

pointing in whaite cement.

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

26 208.090 Sqm Providing and Laying 24 " x 24 " 1259.17 Rupees One One

vitrified 8 mm thick tiles flooring Thousand Two Squere

over 20 mm (average) base of Hundred Fifty metre

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

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 50.000 Rm Providing laying and jointing in true 91.38 Rupees One

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

Pipe ( SCH- 40) for cold water Paise Thirty Eight 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

28 100.000 Rm Providing laying and jointing in true 72.29 Rupees One

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

Pipe ( SCH- 40) for cold water Paise Twenty metre

including fittings make PRINCE / Eight 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 Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

29 4.000 No Provision & fixing water closet 1600.06 Rupees One One

squatting orrissa type W.C pan size Thousand Six Number

580 mm integral footrest and 100 Hundred and

vitreos china long patter white or Paise Six only

colour {hindustan, cera, parryaware

30 4.000 No Providing and fixing wash basin 1477.54 Rupees One One

with single hole for piller tap with Thousand Four Number

C.L. or M.S. brackets painted white Hundred Seventy

including cutting holes and making Seven and Paise

Fifty Four only

good the same but excluding fitting.

(A) Vitreos Chine: (ii) Flat Back

wash basin 500mm x 400mm size

(i)In white colour.

31 10.000 No Providing and fixing screw down 185.90 Rupees One One

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

screw down bib tap polished bright. Five and Paise

(i) 15 mm dia. Ninety only

32 12.000 No Providing and fixing cast iron(spun) 633.23 Rupees Six One

nanhi trap of the following nominal Hundred Thirty Number

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

screwed down or hinged grating Twenty Three

including cost of cutting and making

good the walls floos 100 mm inlet

and 50 mm out.(C)100mm Dia

33 54.000 Rm Providing and fixing cast iron spigot 739.10 Rupees Seven One

and socket soil waste and ventilating Hundred Thirty Running

pipe of the following nominal size Nine and Paise metre

75 mm dia. Ten only

34 50.000 No Providing and fixing in position 503.17 Rupees Five One

cowl vent to pipe (II) 100mm Hundred Three Number

35 4.800 Rm Providing and fixing the PVC pipe 693.45 Rupees Six One

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

approved quility make equivalent to Three and Paise metre

finolex with necessesary bend plug, Forty Five only

jali ,clamps, etc. complete 75 mm

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

36 3.000 No Constg. Khad kuwa with R.C.C. top 9787.22 Rupees Nine One

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

Sanc, 4 stone agg. 20mm nominal Hundred Eighty

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

Twenty Two only

1, cement, 5 Cours sand 10, ston

aggrate with Hollow Brick

masonary for arround walletc. comp.

37 4.000 No Constructing brick masonary for 3642.63 Rupees Three One

underground C.I. inspection Thousand Six Number

chamber and bends with bricks Hundred Forty

having crushing strength no less Two and Paise

Sixty Three only

then 35kg/cm2 in c:m 1:5: C.I. cover

with frame ( light duty ) 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 :

coarse sand : 4 grade stone

aggregate 20mm size ) foundation

concrete 1 : 5 : 10 inside plaster

mm thick with cement mortar 1 :

finished smooth with a floating

conat of neat cement on wall and

bed conceret etc. complete. ( ii )

inside dimensions 500 mm x

mm x 450 mm deep for pipeline

with one or two inlets

38 3000.000 Lit Providing erection and fixeing 3.93 Rupees Three One

double coated syntex or equavalnt and Paise Ninety Litre

PVC (isi) marked water tank of Three only

required capacity of each with all

necessesary fittings and connection

etc. copmlete on tarace

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

39 710.520 Sqm Wall painting (two coats) with plastic 165.22 Rupees One One

emulsion paint of approved brand and Hundred Sixty Squere

manufacture on undecorated wall Five and Paise metre

surface to give an even shade including Twenty Two 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. 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.

40 243.270 Sqm Wall painting (two coats) with plastic 170.78 Rupees One One

emulsion paint of approved brand and Hundred Seventy Squere

manufacture on undecorated wall and Paise Seventy metre

surface to give an even shade including Eight 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 Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

41 543.810 Sqm Finishing wall with weather proof 119.64 Rupees One One

exterior emulsion paint on wall Hundred Ninteen Squere

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

required shape even shade after Four only

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials.etc complete

42 253.110 Sqm Providing and laying broken chine 776.55 Rupees Seven One

mosaic flooring for terrace using 12 Hundred Seventy Squere

mm to 20 mm broken pieces of Six and Paise metre

glazed tiles to be laid over cement Fifty Five 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.

43 150.050 Rm Provaiding and fixingpre-cast 908.96 Rupees Nine One

Rubber Dye/Steel Dye Inter Locking Hundred Eight Running

concrete Block 60mm thick whith and Paise Ninety metre

grade of concrete m-30 pnumatic Six only

compressed/vibrated by

mechanically pressed and as per

approved dessign confirming to IS-

15658:2006 including 35mm sand

layer for levelling and filling the

joint with sand in proper line and

level as per guidelines of IRC:SP 63-

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

44 32.000 Point Point wiring for Light / Fan/ Bell/ Primary 334.96 Rupees Three One

Point with 2-1.5 sq. mm and earthwire of Hundred Thirty Point

1.5 sq. mm (green) both are of ISI marked Four and Paise

1.1 kv grade FRLS PVC insulated Ninety Six only

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

45 12.000 Point Point wiring for looped PLUG with tissino 152.26 Rupees One One

type single pole ISI marked Switch and Hundred Fifty Point

Socket erected with necessary connections Two and Paise

erected on wooden /Metal/ PVC Box Twenty Six only

covered with 3 mm thick PC(Polycarbonet)

/Acrylic sheet for open / concealed wiring

for following size.

[B] For 16 Amp.

46 134.000 Rm Rigid PVC Pipe 3/4" size. 23.34 Rupees One

Twenty Three Running

and Paise Thirty metre

47 134.000 Rm Supplying and erecting XLPE(IS:7098)(I)- 131.95 Rupees One One

88 ISI unarmoured copper cable 1.1 KV Hundred Thirty Running

grade to be erected as directed of following One and Paise metre

size. (E) 3 core 2.5 Sq. mm Ninety Five only

48 2.000 No Approved make Double Pole Plastic Switch 152.26 Rupees One One

and fuse 250V., 30A confirming to IS Hundred Fifty Number

erected on Polished wooden block as Two and Paise

directed Twenty Six only

49 10.000 No Supplying and erecting Fan Hook of 10 mm 50.75 Rupees Fifty One

M.S. Round bar grouted in RCC slab with and Paise Seventy Number

Making the site as original. Five only

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

50 10.000 No Providing and erecting Approved make 1725.58 Rupees One One

Ceiling fan with double ball bearing ISI Thousand Seven Number

mark with condenser A.C. 23OV.50 Hundred Twenty

c/s.1200 mm. sweep complete, canopy and Five and Paise

30 cms. down rod erected on existing hook

Fifty Seven only

or clamp with 24/0.2 , 3 core flexible wire

with earthing. [Make shall be approved by

Engineer in charge]

51 2.000 No Pipe type earthing having 150 cms.long and 436.47 Rupees Four One

2.5 cms. dia. galvanised iron pipe with Hundred Thirty Number

coupling and buch buried in specially Six and Paise

prepared earth pit complete with necessary Forty Seven only

8 SWG earth wire.

52 2.000 No Providing and Fixing Power saver CFL 152.26 Rupees One One

lamp direct Hundred Fifty Number

holder fitting 5-W Two and Paise

Twenty Six only

53 20.000 No Providing and Fixing T-5 20 - W LED 380.64 Rupees Three One

Hundred Eighty Number

and Paise Sixty

54 8.000 No PPB Executive Table with Pedestal / Side 15075.00 Rupees Fifteen One

Storage Unit PPBR (PPB-EXECUTIVE Thousand Number

TABLE-ETSI15003) Product id: 5116877- Seventy Five and

55 12.000 No Lifecare Revolving Chair with Only 2010.00 Rupees Two One

revolving without tilting mechanism Thousand Ten Number

LifecareR (NLC7991) Product id: 5116877- and Paise Zero

56 80.000 No FINCHESS Legs Office Chair Non- 704.37 Rupees Seven One

revolving and non-tilting chair without Hundred Four Number

armrest FINCHESSR (25 mm - Non- and Paise Thirty

revolving and non-tilting chair) Product id: Seven only

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

57 8.000 No MACK FURNITURES Types of Shelving 8040.00 Rupees Eight One

Cabinets Small MACK FURNITURESR Thousand Forty Number

(AS-02) Product id: 5116877-29638879456 and Paise Zero

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Forty Eight Lakh Eighty One Thousand Four Hundred Eighty Seven and Paise 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