PLAN OF THE MODEL HOUSE OF PMAY PROJECT

INDEX -

DOOR - D- 120-220

wtNDow-w-120x150

SCALE - 1:75

Plinth Area- 35.58 SQ,M

rEt_l-vATloN--l

54-I w-roox14o I

I W-100X140 r

4oo____]

D1-90x2101 | O-9ox21o

Toilet12Ox180

[-J-PtAN---_l

Page 1 of6

MANJERI MUNICIPALITY l

I

Detailed estimate of the Construction a Residential Building for PMAY eroffi+iK '$-

Rate as pet 2014 D.S.o.R. - District Hike - 1.3619

Measurqments

1

0.50

mu p Rs..

Dry rubble masonry with hard stone in foundation andincluding cost of all materials, labour etc upto plinthtem code No.50.7.1.1 Obs.

0.50 9.81

0.30

14.29

mt p Rs..

Plinth belt -: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 gradedistone aggregate 20 mm nominal size) fitem Code No: 5.1.2]

T--f025

Total

mt q Rs..

Centerm ng;ic:land removal of form for Foundations, footings, bases ofnnlr rmnc aln fnr maec nnnnra{a il{am /anrla t\l^. 4 O 4 l ]

:

rI2.07 m2

columns, etc. for mass concrete fitem Code No: 5.9.1]

7,467.00

?07 m'?,

1.56

)

1.41

696l

m'il1,873.00267.60 I m2 =

lrLaterite masonry with neatly dressed laterite stone of sizel35x20x1Scm or nearest available size in Cement Mortar 1:6,for superstructure above plinth up to floor two level includingcost of materials, labour charges etc. complete. I ltemNo : 50.6.7.2 Obs.

0.60

Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, lift up to 1.5 m,including getting out the excavated soil and disposalsurplus excavated soil as directed, within a Iead of 50 m. All

32.70 i 0.60Foundatiion (C.length

6.7 0"2+ 5.20*2+ 5.20+ 5.50=34. 50m,.of T Jn.=6

-:-r_-,1

length Depth/Height1--

I

Total

M.2s )

0.15

0.15

3m-

m'

= 2]24.00

34353.00

6.40 0.15

470 0.15

ozE0)

=

Page2 of 6

14.591 m3

0.20 i 2.70

0.20 I 0.15

78,012.00

lReinforced cement concrete work in beams, suspendedfloors, roofs having slope up to 15' landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircaand spiral stair cases- up to floor five level excluding theof centering, shuttering, finishing and reinforcement,1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded sto

Iaggregate 20 mm nominal size) fltem Code No: 5.

1.50 060

0.15

0.05L

I

4.00 0.60 0.05

5.60 0.10

0.10

3.42

0.53

Total m'

Say ... . 4.80 mt q Rs.. 47,603.00

Centering and shuttering including strutting, propping etc.and removal of form for Lintels, beams, plinth beams, girders,bressumers and cantilevers fltem Code No: 5.9.5]

m'g Rs.

g etc.and removal of form for Weather shade, Chajjas, corbelsetc., including edges fttem Code No: 5.9.19]

5.85i m'?

2,850.00

5343.32 i I *'

3.20

3.70

1.20

1.00

-3 090

2.70

2.70 2.92L

0.20 2.70 2.27I

2.70 1.94

2.70 0.652.70 0.65l, 2.10 -0.42

2.10 -1 .13I

.-i

I

0.20

0.20

0.75-1 2.10 -0.32

-1.401.40

-0.45t

1.00

Totalri

.l

m'

6l1

0.65

065

ll

2

2

?.702.10

Page 3 of 6

Centering and shuttering including strutting, propping etc.and removal of form for Suspended floors, roofs, landings,balconies and access platform fitem Code No, 5.9.3]

Total 33.80 m2

547.00 ltm2 -, 18,489.r rvt

) 12.60) m.-i

11.20L

Total 23.80 m

'158.50 tm = 3,772.00

Steel reinforcement for R.C.C. work including straightening,

11cutting, bending, placing in position and binding all comabove plinth level.Thermo-Mechanically Treated bars. fltemcode No. 5.22.61

0.07

0.10 0.07

0.07

0.07

0.07

0.45 0.10 i 0.07

Total

9917.34 3,967.00

Centering and shuttering including strutting, propping etc.and removal of form for Edges of slabs and breaks in floorsand walls. Under 20 cm wide iltem Code No. 5.9.16,1

Total Quntity of RCC

Suppl e

fltem Code No. 5.47.3]

Providing and fixing M.S. grills of required pattern in

of windows etc. with M.S. flats, square or round bars etc.including priming coat with approved steel primer all

complete. fltem Code No : 9.48.2]

8.45 m2

m2 p Rs..

2.70

2.10

3.60

3.30

l

1-1_

8.91i m2

3.30

3.00

1.80

6.93

'10.80

55.00 ]xs rr' = 312.40 Kg

Total 312.40 Kg

-- 'l I *;.

2x2

1

I

- +---I

1x2

mt'p Rs ..

Slab projection 2 7.30

Say . 33.80

I

Page 4 of 6

Kg @ Rs.. 148.50 lKg

Cement concrete 1.4.8 (1 cement : 4 coarse sand : 8 gradedstone aggregate 40 mm nominal size). fltem Code No: 4.1.8]

3.30

3.00 I 0.05

Total

mt p Rs.. 5857.70

Plastering in Cement Mortar 1:4 (112mm thick fitem Code No: 13.1.1]

Cement, 4 Fine sand)

16.20,

35.64

2.10

2.10

1.40

-5.67

-1.58

Total

say ... . I SS.OO m''6 Rs i

netr# uno glazed

21,138.00

shutters for doors, windows and clerestory windows, 30 cmthick shutters including lSl marked MS pressed butt hinges

16 bright fininshed of of required size with necessory screws,excluding panelling which will be paid seperately, allcomplete as per direction if Engineer in-charge. Using troolWood fitem Code No: 9.5.1,2 Modified]

1.74 m2

1.54 l1.98

Total

lm2

3.28 m2

= 9,244.00

exct ud i ns po.tion. "'r'n".,[ "i r1'"JSi'''Jrn lTo:,U' l:t"f: i

3::_.^T3l*tj:",1:, for. paneled or panerr"J rno ;,rr;;l

Page 5 of 6

0.70

81

6,624 00

SaY .. 2g.OO m' g Rs 334.90 / m2 = q 7Providing and fixing to existing door frames.24 mm thick n- = 9'712'00

; ";;i;;, ,;o '/,,i.'"i"X/ I i I

S_u?T1":::::j:1,:f.:ii" s,ex24 mm ani wal tnicr<nes"s' I iT il,,? 1yl yi!, inbu,irt g9ging on both sides ,r," ,,v,".i iand rails mitred and joint at the

-corners Oy ;;.; ;i,il;:galvanised/plastic brackets of size T5x22o mm having waill lthickness 1.0 mm and stainress steer screws. ft," rtvr", l| i i

:?:"*JH ::'::":i Y_1,::rys garvanised M S -;ffi ;i I isize 2ox2o mm and 1 mm tt o.i rim; wa, thict<ness. r#1 I ]

lock rail made up of 'H' seciion, a upvc hollow section'o'r] I l

SiZe lOOx?A rnrn anA ) mm tt n 4 --.^-\ ' -'l i

1 e i ; ; il;ffi ;: ;J ;;"ii"3i',H'; f illll,.:H,?l"Jfto the shutter styres by means or ptasticlgarvanised M.s. ,u,crears. the shutter frame fiiled with a upVC murtichamberedr

,single Rane-l_o_f size not less than.620 mm, havinn;;;';;thick1e13. of 20 mm and 1 mm (t0.1 mm) wail thickiess. thet:::I._llpd verticaily and tie bar at two ptaces Oy insertinot

:::1:::11{^u 1, gatvanised M.s rod and fastenei with nutlgTfqllgE complete as per manufacturer,s specification i

i"ff:i wc anoffi*l fu",e"al=f;,-9.118.11 - -'- / trrvr,I vvv' I\u'

.^ . ....-_ ,v vvrLrr ililrs LU gtve an even Sna(zu /(three

or more coats) [ltem Code No:13.37.1]new work

-iilQuantity sami ttem ill ,a- _, = I 95.00 m2

r-iToitet door shutter 1 O.TO 2.OO 1.40 mz

Total 1.40 m2

say 1.40 ,m2 6 Rs 2172.96 I m2 = 3,042.00white washing with lime to give an even shaoe for new work t t

Total 95.00 m2

I

I

i -1l"li'1 t lf.to I s,so i

lillTotat l

^r.L;nen 1 Z.1O 3.30 6.93

=-__ -l _ F_ _r L .10.80i

ltllrrTotal l+ -- l- i 28.80i m2

Unforseen ltems if any

Page 6 of 6

[Rupees Three lakh Only ]

L S 674.0A

300,000.00

m'p Rs.. 1,749.0C