Building

Name of Work :- Construction of New Anganwadi Building at Village Vadivayala 2 Ta :- Girgadhada, Dist

Bill of Quantities

Memorandum showing items of works to be carried out

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

1 26.260 Cum Excavation for foundation upto 1.5 m 164.64 Rupees One One

depth including sorting out and stacking Hundred Sixty Cubic

of useful materials and disposing off the Four and Paise metre

excavated stuff upto 50 Meter lead. (B) Sixty Four only

Dense or Hard soil

2 22.430 Cum Excavation for foundation upto 1.5 m 281.72 Rupees Two One

depth including sorting out and stacking Hundred Eighty Cubic

of useful materials and disposing off the One and Paise metre

excavated stuff upto 50 Meter lead. (C) Seventy Two only

3 10.970 Cum Providing and laying cement concrete 3350.32 Rupees Three One

1:3:6 (1 cement, 3 sand, 6 machine Thousand Three Cubic

crushed stone aggregates 40 mm. Hundred Fifty and metre

Nominal size)and curing complete, Paise Thirty Two

excluding cost of formwork in(a) only

Foundation and Plinth.

4 0.600 Cum Providing and laying ordinary cement 11028.20 Rupees Eleven One

concrete 1:1.5:3 (1- Cement 1.5- coarse Thousand Cubic

sand: 3- graded stone aggregates 20 mm Twenty Eight and metre

nominal size) and finishing smooth with, Paise Twenty only

curing etc. complete including the cost of

formwork but excluding the cost of

reinforcement for R.C.C work in (B)

COLUMNS: (i) Having cross-sectional

area 0.08 to 0.18 Smt.

5 34.300 Cum White Stone Bela mesonry block in 6671.13 Rupees Six One

course in superstructure with stone of Thousand Six Cubic

approved quality in Lime Mortar 1:6 (1- Hundred Seventy metre

Cement: 6- course sand) including One and Paise

packing the joints etc. complete. Thirteen only

6 25.160 Cum Filling in foundation and plinth with 307.41 Rupees Three One

murrum or selected soil in layers of Hundred Seven Cubic

20cm. thickness including watering, and Paise Forty metre

ramming and consolidating etc. One only

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

7 2.400 Cum Providing and Laying cement concrete 4932.41 Rupees Four One

1:1:5:3 (M-200) (1 Cement 1:5 coarse Thousand Nine Cubic

sand 3- crushed stone aggregate 20mm Hundred Thirty metre

nominal size) and curing complete Two and Paise

including cost of form work in copping. Forty One only

8 20.790 Cum White Stone Bela mesonry block in 6698.04 Rupees Six One

course in superstructure with stone of Thousand Six Cubic

approved quality in Lime Mortar 1:5 (1- Hundred Ninety metre

Cement :5- course sand) including Eight and Paise

packing the joints etc. complete Four only

9 0.320 Cum Providing and Laying ordinary cement 9293.78 Rupees Nine One

concrete 1:1:5:3 (M-200) (1 - Cement Thousand Two Cubic

1:5 coarse sand 3- crushed stone Hundred Ninety metre

aggregate 20mm nominal size) for Three and Paise

reinforced cocrete Lintel including Seventy Eight only

finsing smooth with curing etc. complete

including cost of formwork but

exctuding the cost of reinforcemnt.

10 1.150 Cum Providing and Laying ordinary cement 8035.63 Rupees Eight One

concrete 1:1:5:3 (M-200) (1 - Cement Thousand Thirty Cubic

1:5 - coarse sand 3- graded stone Five and Paise metre

aggregate 20mm nominal size) and Sixty Three only

finshing amooth with curing etc.

complete including the cost of formwork

but exctuding the cost of reinforcemnt

for R.C.C work in beams having cross

sectional area more than 0.08 S.M and

11 7.700 Cum Providing and Laying ordinary cement 6674.24 Rupees Six One

concrete 1:1:5:3 (M-200) (1 - Cement Thousand Six Cubic

1:5 - coarse sand 3- graded stone Hundred Seventy metre

aggregate 20mm nominal size) and Four and Paise

finshing amooth with curing etc. Twenty Four only

complete including the cost of formwork

but exctuding the cost of reinforcemnt

for R.C.C work in slab having cross

sectional area more than 13cm and up to

12 902.900 Kg Providing TMT Bar FE 415 68.32 Rupees Sixty One

reinforcement for R.C.C. work including Eight and Paise Kilogram

bending, binding and placing in position Thirty Two only

complete for all floor.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

13 11.100 Sqm Granite slab 18 mm thick slab in Risers 4772.85 Rupees Four One

of steps dedo and pillers laid 10 mm Thousand Seven Squere

thick cement mortar 1:3 (1 cement: 3 Hundred Seventy metre

coarse sand) and jointed with grey Two and Paise

cement slurry including rubbing, Eighty Five only

polishing etc. complete. (Granite JAMS

14 5.440 Sqm Providing and fixing 30mm thick factory 2152.31 Rupees Two One

made moulded door shutter consisting of Thousand One Squere

solid core single leaf flush door of 30mm Hundred Fifty metre

thickness, lipped with 15mm (5mm x 30 Two and Paise

thick x 30mm width on one stiles and top Thirty One only

rail and 10mm (5mm x 2) thick x 30mm

width on the other stiles and bottom

rails. The inner panel laminated with

2mm thick termite proof, water proof

and fire resistant moulded PVC sheet

with 2, 4, 6 raised panel design in

different plain and / or prelimaneted

coluurs on one side after routing the

moulded design on flush door and 2mm

plain and / or prelaminated PVC sheet on

other side using rubber adhesive on flush

door and solvent cement adhesive on the

PVC liping etc. complete as per direction

of Engineer in charge, Manufacture's

specification and drawing

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

15 4.760 Sqm Providing and fixing window having 1713.69 Rupees One One

extruded aluminum Colour anodized Thousand Seven Squere

section frame main outer size 63.50 x Hundred Thirteen metre

38.10 x 1.95 mm(of Jindal Section and Paise Sixty

no:4605,@ Wt 1.094 Kg / Rmt), Nine only

horizontal two track member size

mm x 31.75 mm x 1.20mm (of Jindal

Section no: 8687 @wt.of 0.695 Kg/mt),

vertical member of size 61.85 mm x

31.75mm x 1.30 mm (of Jindal Section

no:8758 @wt.of 0.0.659 Kg/mt) with

sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm (of Jindal

Section no:8949 @ wt.of 0.456Kg/mt),

vertical member of size 40mm x 18mm x

1.29mm (of Jindal Section no:8947

@wt.of 0.456Kg/mt/ Section 8948, @

Wt. 0.457 Kg/mt) with 5 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 window.

16 0.720 Sqm Providing upto floor two level precast 786.42 Rupees Seven One

cement concrete jali or grill 1:2:4 mix (1- Hundred Eighty Squere

Cement: 2- coarse sand: 4-graded stone Six and Paise metre

aggregate 6mm nominal size) reinforced Forty Two only

with 1.6 mm dia. Mild steel wire

including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and

curing complete. (A) 50mm thick

17 0.720 Sqm Providing and fixing standared extruded 1175.54 Rupees One One

of alluminium section of size 63mm x Thousand One Squere

38.10mm x 1.2mm (Jindal Section :2434, Hundred Seventy metre

@ Wt. 0.643 Kg/mt) with colour Powder Five and Paise

Coated alluminium frame for ventilation Fifty Four only

with 5 mm thick frosted glass as details

etc complete for Ventilation

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

18 180.000 Kg Providing and fixing M.S. grills of 120.29 Rupees One One

required pattern to wooden / steel / Hundred Twenty Kilogram

Marble frames of windows etc. with and Paise Twenty

M.S. flats at required spacings and frame Eight only

alround, square or round bars with round

headed bolts and nuts or by screws (A)

19 41.130 Sqm P & L 24" x 24" vitrified 8 mm thick tile 1324.62 Rupees One One

flooring over 20 mm (average) base of Thousand Three Squere

cement mortar 1:6 (1 cement: 6 coarse Hundred Twenty metre

sand) on new surface or fixing on Four and Paise

existing flooring by adhesive material Sixty Two only

including dismentaling of existing

flooring and jointed with color cement

slurry including finised with flush

pointing & cleaning the surface etc.

complete for light shade

20 20.480 Sqm Providing and laying white glazed tiles 827.19 Rupees Eight One

6mm thick in flooring treads of steps and Hundred Twenty Squere

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

cement mortar 1:3 (1- cement: 3-coarse Ninteen only

sand) finishing with flush pointing in

21 2.980 Sqm Providing and laying white glazed tiles 1127.48 Rupees One One

6mm thick in skrting risers of steps and Thousand One Squere

dedo on 10mm thick cement plaster 1:3 Hundred Twenty metre

(1-cement: 3- coarse sand) and jointed Seven and Paise

with white cement slurry Forty Eight only

22 122.760 Sqm Providing 15mm thick cement plaster in 257.76 Rupees Two One

single coat on Rough (Similar)side of Hundred Fifty Squere

single or half brick walls for interior Seven and Paise metre

plastering upto floor two level and Seventy Six only

finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand) incl.

floating coat of eat cement slurry. etc

23 130.460 Sqm Providing 20mm thick sand faced cement 358.72 Rupees Three One

plaster on wall upto height 10 metres Hundred Fifty Squere

above ground level consisting of 12mm Eight and Paise metre

thick backing coat of C.M. 1:3 (1- Seventy Two only

cement: 3-sand) and 8mm thick finishing

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

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

24 122.760 Sqm Applying two coats of Birla or Asian (or 40.59 Rupees Forty One

equivalent) acrylic lapy (putty) & two and Paise Fifty Squere

coats of primer of approved brand and Nine only metre

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

25 122.760 Sqm Wall painting (two coats) with plastic 86.78 Rupees One

emulsion paint of approved brand and Eighty Six and Squere

manufacture on undecorated wall surface Paise Seventy metre

to give an even shade including Eight only

throughly brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth

26 130.460 Sqm Finishing wall with weather proof 122.13 Rupees One One

exterior emulsion paint on wall surface Hundred Twenty Squere

(two coats) to give an required shape Two and Paise metre

even shade after thoroughly brushing the Thirteen only

surface to remove all dirt, and remains of

loose powdered materials.etc complete

27 6.180 Sqm Providing and fixing 25mm thick 200.29 Rupees Two One

mechine cut polished kota stone shelves Hundred and Squere

green or blue with polishing on both side Paise Twenty metre

and stone should be in one piece as per Eight only

width of cup board including grooving

and fixing in wall and making good the

same etc. complete

28 6.000 No Providing and fixing P.V.C. Pipe 89.86 Rupees One

10kgf/sq.cm Rain water spout of 50mm Eighty Nine and Number

dia Paise Eighty Six

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

29 1.000 No Providing and fixing water closet 1499.01 Rupees One One

squatting Pan (Indian type W.C. Pan) Thousand Four Number

size 580mm (Earthwork, bed concrete, Hundred Ninety

foot reste and trap to be measured and Nine and Paise

paid for separately) (A) Vitreous One only

China.(1) Long pattern = White colour

including Providing and fixing 100mm

size Por S trap for water closet squatting

pan including jointing the trap with the

pan and soil pipe in cement Mortar 1:1

(1-Cement : 1-Fine sand) (A) Vitreous

China. and Providing and pair of white

vitreous China 250mm x 130mm x

30mm footrest to long pattern squatting

pan water closet

30 1.000 No Providing and fixing washbasin with 1831.61 Rupees One One

single hole for pillar tap with C.I. or Thousand Eight Number

M.S. brackets painted white including Hundred Thirty

sutting holes and making good the same One and Paise

but excluding fittings.(A) Vitreous Sixty One only

China:(ii) Flat Back washbasin 550 mm

x v 400mm size. (i) In white colour and

Providing and fixing C.P. brass waste for

washbasin or sink. (A) 32mmdia and

Providing and fixing M.I. fisher union

for washbasin or sink. (A) 32mm dia.

31 10.000 Rm Providing and fixing to wall ceiling and 138.23 Rupees One One

floor 10.0 Kg. F/Cm2 working pressure Hundred Thirty Running

poluthene pipes of the following outside Eight and Paise metre

Dia. Low densidy, complete with special Twenty Three only

falnge compression type fittings, wall

clipsetc. including making good the wall

ceiling and floor. (D) 40mm

32 12.000 Rm Providing and fixing to wall ceiling and 111.64 Rupees One One

floor 6.0 Kg. F/Cm2 working pressure Hundred Eleven Running

poluthene pipes of the following outside and Paise Sixty metre

Dia. Low densidy, complete with special Four only

falnge compression type fittings, wall

clipsetc. including making good the wall

ceiling and floor. (B) 25mm

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

33 12.000 Rm Providing and fixing to wall ceiling and 339.04 Rupees Three One

floor 10.0 Kg. F/Cm2 working pressure Hundred Thirty Running

poluthene pipes of the following outside Nine and Paise metre

Dia. Low densidy, complete with special Four only

falnge compression type fittings, wall

clipsetc. including making good the wall

ceiling and floor. (G)110 mm

34 10.000 Rm Providing and fixing to wall ceiling and 280.23 Rupees Two One

floor 10.0 Kg. F/Cm2 working pressure Hundred Eighty Running

polythene pipes of the following outside and Paise Twenty metre

Dia. Low densidy, complete with special Three only

falnge compression type fittings, wall

clipsetc. including making good the wall

ceiling and floor. (F) 75mm

35 1.000 No Providing and fixing S.W. gully trap 1246.91 Rupees One One

with C.I. grating brick masonry chamber Thousand Two Number

and water tight C.I. cover with frame of Hundred Forty Six

300mm x 300mm size (inside) with and Paise Ninety

standard weight.(i) Square mouth traps. One only

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

36 2.000 No Providing and fixing cast iron (Spun) 666.69 Rupees Six One

Nahni trap of the following nominal Hundred Sixty Six Number

diameter of self cleaning design with C.I. and Paise Sixty

screaed down or higned grating Nine only

including cost of cutting and making

good the walls and floor 100mm inlet

and 50mm outlet. (C) 100mm dia

37 1.000 No Providing and fixing Gun metal check or 420.63 Rupees Four One

non- return fullway wheel valve. (C) Hundred Twenty Number

25mm dia. and Paise Sixty

38 1.000 No Providing and fixing Gun metal check or 186.82 Rupees One One

non- return fullway wheel valve. (A) Hundred Eighty Number

15mm dia. Six and Paise

Eighty Two only

39 3.000 No Providing and fixing screw down bib 186.82 Rupees One One

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

down bib tap polished bright. (i) 15mm Six and Paise

dia Eighty Two only

40 1000.000 Lit Providing erecting and fixing double 3.94 Rupees Three One Litre

coated Syntex PVC. (ISI) water tank of and Paise Ninety

required capacity No. with all necessary Four only

fittings and connection etc. complete on

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

41 1.000 No (B) Providing sock pit of 5.00 Cmt. 3516.50 Rupees Three One

Volume including excavating and filling Thousand Five Number

brickbats with dry masonry work at top Hundred Sixteen

for 45cm. height including covering the and Paise Fifty

top with stone including providing vatas only

in C.M. 1:3 with finishing curing etc.

complete as directed.

42 2.100 Rm Constructing a cooking platform 60 cm. 2694.77 Rupees Two One

width and 70 cm high resting on Thousand Six Running

B.B.Masonry walls 23 cm.thick in Hundred Ninety metre

C.M.(1:6) with (i) Fixing or precast Four and Paise

R.C.C.1:2:4) 8 cm. thick slab with Seventy Seven

marble chips set in C.M. (1:6) (6mm only

thick terrazo) with plastering on exposed

faces walls in C.M. (1:4) etc complete.

43 4.050 Sqm Providing and fixing precast R.C.C slab 1243.31 Rupees One One

(Papada) using R.C.C. 1:2:4 (1- Cement: Thousand Two Squere

2- Coarse sand: 4- Crushed ston Hundred Forty metre

aggregate 20mm normal size) 15 cm Three and Paise

thick for cover with 75 mm hole as per Thirty One only

requirement with necessary reinforemnet

carting and fixing in position complete

44 1.840 Sqm Providing and laying cement concrete 354.68 Rupees Three One

flooring 1:2:4 (1-cement 2-coarse sand 4- Hundred Fifty Squere

graded stone aggregate 20mm nominal Four and Paise metre

size) laid in one layer and finished with a Sixty Eight only

floating coat of neat cement. (B) 50mm

45 39.200 Sqm Providing and laying broken chine 779.69 Rupees Seven One

mosaic flooring for terrace using 12 mm Hundred Seventy Squere

to 20 mm broken pieces of glazed tiles to Nine and Paise metre

be laid over cement mortar 1:3 to plain Sixty Nine only

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.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

46 675.000 Sqft Painting of various type of Birds, 95.95 Rupees One

animals cartoons and eductional Slogans Ninety Five and Squere

with oil paint and acrylic Paint on pre Paise Ninety Five foot

praimered wall with all labour, Materials only

Colours etc complate as per drawinds or

47 1.000 No Providing and Painting of typical Logo. 3984.14 Rupees Three One

Writing letter or figures on any surface Thousand Nine Number

with Thick White Paint Incl. stops, Hundred Eighty

comas, hyphens etc as required): Indian Four and Paise

(Letters/figures). as per instruction of Fourteen only

engg. In charge.

48 0.270 Sqm Marble Slab Polished marble stone 984.30 Rupees Nine One

Rajnagar Makarana 20mm size 60 x 45 Hundred Eighty Squere

cms. Four and Paise metre

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may In Figure In Words. according to

be more or less. Rs. Ps estimated

49 1.000 Job Supplying and fixing total electrification 17608.00 Rupees One Job

work with concealled wiring including Seventeen

standard ISI mark moduler switches, Thousand Six

copper wire gauge minimum 3/20 & Hundred Eight

above, 8 nos of lighting point, 2 nos and Paise Zero

fans, 8 nos LED bulbs including electric only

accesseries like MCB with distribution

box, Switch board & Exaust fen as

directed by Engineer in -charge.

Rupees Ten Lakh Two Thousand Ninety One and Paise Five only Total Rs.

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

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

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

*Should be written

Estimated Amount in figures and words ) of the estimated rate mentioned

* Estimated above. Amount of My \ Our

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 ( D P ) Road & Building Division

Una Gir somnath