1116%.. ca,,fes,

wwOres• en •

CREMATION GROUND AT DIFFERENT PLACES IN UP

4 cno. c4 outralasto-. A-Caktn-i

DETAIL ESTIMATED COST

Rs. 30.75 Lacs

ic l'ne architectural consultant pot ltd. architects, engineers, planner landscape design . ulterior design. A valuer

Office :- And 8 lerd floor laxmi vardan commercial complex at patrakar ouram crossing gorntinagar, lucknow,

Dial H +91-522.2393123.239 4 12340 44 123 Email Id:- skyline@usahte.com Asso office.- 516A & 5168, 5TH floor world trade career near hotel la!d , barber road,

new dethi, 110001, Dail - 011-43575123,43575124

ESTIMATE FOR PROPOSED CONSTRUCTION OF CREMATION GROUND AT DIFFERENT PLACES OF NAGAR PALIICA PARISHAD/NAGAR PANCHAY

(4 PLATEFORM)

PROJECT REPORT

1-AUTHORITY:- This estimate for proposed construction of cremation ground at different places of Nagar Palika Parishad/Nagar Panchayat in Uttar Pradesh has been prepared as per instruction given by principal Secretary Urban Development Department of U.P

Govt.

2-TYPR OF STRUCTURE:- The structure of the Building is load bearing structure and brick masonry work with

cement sand and mortar.

3-PROVISION:- 4 No of Cremation Platform and related work has been taken in this estimate.

4-RATES:- Estimate has been prepared on the basis plinth area rate approved by U.P.P.WD dated 01.01.2018. The rates of such items which do not exist in this schedule, rates have been taken on the basis of current D.S.R. or as per actual rates considering all

the taxes & wastage

5-CONCLUSION:- With the above remarks, the preliminary estimate for the proposed construction of cremation Ground at different Places of Nagar Palika Parishad/Nagar Panchayat

amounting to Rs 30.75 Lacs.

NOW Manager (Tell) C. & D. S., LIP. Jal Nigam

Lucknow

(Er. Kamlesh Singh) General Manager

C. & D.S., U.P. Jal Nigam Lucknow

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND (4 PLATFORM)

FORM-"J"

SI. No. Description of Items Amount (Rs. In Lacs)

1 2 3 4

1 Abstract of Cost 25.7

2 LESS @5% Due to work done by DEPT -1.27

Total (A)-: 24.20 Lacs

3 GST 12% on Total (A) 2.91

Total (B)-: 2111 Lacs

4 LABOUR CESS 1% on Total (A) 0 25

5 Add for Centage charges @12.5% ON TOTAL (B) .39

G.TOTAL 30.75 Lacs

Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Locknow

Project Manager (Tech) C. & D. S., U.P. Jal Nigam

Lucknow

(Er. amlesh Singh) General Manager

C. & D.S., U:P. Jal Nigam Lucknow

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND

(4 PLATFORM)

CREMATION CREMATION GROUND

S. No

ITEM UNIT PROPOSED QTY.

RATES (Rs)

PROPOSED COST (In Lacs)

1 2 3 4 5 6

A CREMATION GROUND SQM 105.53 9.29

B COST OF THE GARBAGE YARD SQM 19.89 L75

C COST FOR PLATEFORM FOR DEAD BODY

0.35

D COST OF PRAYER AND SEATING PLATEFORM

5.27

E COST FOR GHAT/BATHING PLATFORM 2.29,,,,,V

F TEMBER BLOCK 1.04,---

2 EXTERNAL SITE DEVELOPMENT CIVIL (AS PER DETAIL) 5.48

TOTAL COST 25.47

Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

PRILIMNARY ESTIMATE OF PROPOSE CREMATION GROUND (4 PLATFORM)

CREMATION GROUND

CREMATION GROUND LOAD BEARING

PPWD DATED 01.01.2018

S.NO DESCRIPTION OF ITEM QTY UNIT RATE AMOUNT (IN LACS)

1 2 3 4 5 6

A COST OF CONSTRUCTION

1 GROUND FLOOR

105.53 7570.00 7.99

19.89 SQM TOTAL A 7.99

2 ADD FOR INTERNAL WATER SUPPLY &

SEWERAGE SYSTEM WORK 4% OF RS. 7.99 0.32

3 ADD FOR INTERNAL ELECTRICAL WORK 5.0% OF RS. 7.99 0.40

4 ADD FOR INTERNAL WATER SUPPLTY & SANITATION

5.0% OF RS. 7.99 0.40

TOATL A 9.11

4 2% FOR CONTINGENCIES 0.18

TOATL B 0.18

TOTAL A+B 9.29

Resident Engineer (Tech.) C. & D. S., U.P.131Nigam

Lucknow

1

1

GARBAGE YARD

LOAD BEARING

BASED ON PLINTH AREA RATE L1.P.P.W.D. DATED 01.01.2018

&No. DESCRIPTION OF ITEM QTY. UNIT RATE AMOUNT

( In Lacs)

.A COST OF CONSTRUCTION 19.89

1 GROUND FLOOR 19.89 7570.0 1.51

19.89 SQM. TOTAL 'A 1.51

2 ADD FOR INTERNAL WATER SUPPLY &

SEWERAGE SYSTEM WORK 4% OF RS. 1.51 0.06

3 ADD FOR INTERNAL ELECTRICAL WORK 5.0% OF RS. 1.51 0.08

4 ADD FOR EXTERNAL SUPPLY & SEWERAGE WORK 5.0% OF RS. 1.51 0.08

TOTAL 'A 1.72

4 2%FOR CONTINGENCIES 0.03

TOTAL 'B 0.03

TOTAL 'A'+B 1.75

Resident Envier..! C. & D. S., U.P. Jal Nigam

tucknnw

BILL OF QUANTITY FOR DEAD BODY PLATFORM

S.N DESCRIPTION OF ITEM OF WORK . TOTAL

QTY

UNIT RATE IN Rs AMOUNT IN Rs.

1 EXCAVATION in foundation in ordinary Soil (Loam clay or

sand) including lift upto 1.5 m lead upto 30.0m & including filling

watering and ramming of excavated earth into the space between

the building & Sides of foundation trenches or into the plinth and

removal & disposal surplus earth as directed by the engineer 1/C

within a lead of 30m. from foundation trenches (PWD-251)

0.82 CUM 110.00 90.20

2 Sand filling in plinth including supply of necessary of sand from a

distance not exceeding 8 kms. From the site of work and including

watering, dressing etc rate to include cost off all materials labour T

& P etc required for proper completion of work (PWD-

255+LOCAL SAND)

9.11 CUM 625.00 5756.15

3 Providing and laying cement concrete 1:4:8(1 Cement :4 coarse

sand: 8 Stone ballast 40 mm nominal Size) including supply of all

materials, labour T&P etc required for proper completion of the

work and curing complete also including cost of formwork in

foundation & Floors, (PWD-28I)

2.46 CUM 5410.00 16011.71

4 First class brick work in 1:6 cement and coarse sand of 2.25

fineness modulus) Mortar in foundation & Plinth including supply

of all materials, labour and T&P etc required for proper completion

of the work (PWD-303+305b-305a)

0.72 CUM 3600.00 10398.67

5 Cement concrete flooring 1:2:4 ( I cement: 2coarse sand: 4 graded

stone aggregate 12-20mm nominal size laid in one layer neat

cement (40mm thick floor) (PWD-605)

4.23 CUM 380.00 1607.40

6 12 mm cement plaster in single coat on rough side of single or half

brick wall for interior plastering up to floor two level including

internal rounded angles not exceeding 80 mm in girth and finished

even and smooth (1)1 cement: 6 fine sand (PWD-586)

2.52 SQM 120.00 302.40

7 Finishing walls with water proofing on cement paint of approved

make such as super snoweem durrocem, robiacen, guttucem,

supercem quality and of required shade on undecorated wall

surfaces (two coat) overone and including one coat white cement

primer to give an even shade after thoroughly brushing the surface

to powdered materials including curing and cost of all materials

( PWD-660+661)

2.52 CUM 65.28 164.51

TOTAL , 34331.14 ,

2% FOR CONTINGENCIES 686.62

TOTAL 350 17.76

reiyi/K—

Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

DETAILED ESTIMATE OF DEAD BODY PLATFORM

S.N ITEM NO. L B H QTY UNIT EARTH WORK

1 Earth work in excative in foundation FOUNDATION 1 5.77 0.38 0.38 0.820

TOTAL 0.820 CUM

2 SAND FILLING on Platform 1 5.54 • 5.54 0.3 9.210

TOTAL 9.210 CUM

3 CEMNET CONCRETE(l :4:8) FOUNDATION 4 5.77 0.38 0.075 0.160

1 5.54 5.54 0.075 2.300 ON PLATFORM TOTAL 2.46 CUM

4 B/W IN FOUNDATION I 5.77 0.23 0.300 0.400 • STEPS 1 1.20 0.90 0.150 0.160

1 1.20 0.60 0.150 0.110 1 1.20 0.30 0.150 0.050

TOTAL 0.72 CUM

5 40MM THICK C.C. FLOORING 1 6.00 0•60 3.600

ON PLATFORM 4 4.20 0.15 0.630 TOTAL 4.23 SQM

6 I2MM CEMENT (1:6) PLATFORM OUTHER 1 6.00 0.300 1.800

STEPS SIDE 1 1.20 0.600 0.720 TOTAL 2.52 SQM

7 FINISH WALL WITH WATERPROOF CEMENT PAINT

(QTY SAME AS ITEM NO.6) 2.52 TOTAL 2.52 SQM

Res (Tech.) r Resident Engineer C. & D. S., U.P. dal Nigam

Lucknow

BILL OF QUANTITY PRAYER AND SEATING PLATFORM

S.N DESCRIPTION OF ITEM OF WORK TOTAL QTY

UNIT RATE IN Rs. AMOUNT IN Rs.

I EXCAVATION in foundation in ordinary Soil (Loam clay or

sand) including lift upto 1.5 nt lead upto 30.0m & including filling

watering and ramming of excavated earth into the space between

the building & Sides of foundation trenches or into the plinth and

removal & disposal surplus earth as directed by the engineer I/C

within a lead of 30m. from foundation trenches ( 3 WD-251)

3.900 CUM 110.00 429.00

2 Sand filling in plinth including supply of necessary of sand from a

distance not exceeding 8 kms. From the site of work and including

watering, dressing etc rate to include cost off all materials labour T

Fe P etc required for proper completion of work (PWD-

255+LOCAL SAND)

75.300 CUM 625.00 47062.50

3 Providing and laying cement concrete 1:4:8 (I Cement :4 coarse

sand: 8 Stone ballast 40 mm nominal Size) including supply of all

materials, labour T&P etc required for proper completion of the

work and curing complete also including cost of formwork in

foundation & Floors, (PWD-281)

4.780 CUM 5410.00 25859.80

4 First class brick work in 1:6 cement and coarse sand of 2.25

fineness modulus) Mortar in foundation & Plinth including supply

of all materials, labour and T&P etc required for proper completion

of the work (PWD-303+3056-305a)

13.130 CUM 3600.00 47268,00

5 Dry brick on edge flooring in required pattern with bricks of class

designation 7.5 on a bed of 12mm mud motar, inluding filling joints

with sand, with common burnt clay non modular bricks.

147.420 CUM 495.36 73025.97

6 12 mm cement plaster in single coat on rough side of single or half

brick wall for interior plastering up to floor two level including

internal rounded angles not exceeding 80 mm in girth and finished

even and smooth (1) I cement: 6 fine sand (PWD-586)

47.520 SQM 120.00 5702.40

Finishing walls with water proofing on cement paint of approved

make such as super snoweem durrocem, robiacen, guttucem.

supercem quality and of required shade on undecorated wall

surfaces (two coat) overone and including one coat white cement

primer to give an even shade after thoroughly brushing the surface

to powdered materials including curing and cost of all materials

(PWD-660+661)

47.520 CUM 65.28 3 102.1 I

8 P/F of Asbestus sheet roofing with truss (M.R) 209.520 SQM 1500.00 314280.00

TOTAL 516729.78

2% FOR CONTINGENCIES 10334.60

TOTAL 527064.37

Resident Engineer (Tech.) C. 80. S., U.P. Jal Nigam

Lucknow

a.

DETAILED ESTIMATE OF PRAYER AND SEATING PLATFORM

SN ITEM NO. QTY UNIT

EARTH WORK

1 Earth work in e cative in foundation

FOUNDATION I 18.000 0.450 0.375 3.040

5.100 0.450 0.375 0.860

TOTAL 3.900 CUM

2 SAND FILLING on Platform 16.840 4.940 0.900 74.870

0.740 1.940 0.300 0.430

TOTAL 75.300 CUM

3 CEMNET CONCRETE(1:4:8) FOUNDATION I 18.000 0.450 0.075 0.610

1 5.170 0.450 0.075 0.170

GHAT 19.760 2.700 0.075 4.000

TOTAL 4.780 CUM

4 B/W IN FOUNDATION FOUNDATION I 18.000 0.300 0.300 1.620

1 5.170 0.300 0.300 0.470

1 18.000 0.230 0.900 3.370

1 4.940 0.230 0.900 1.020

9 7.200 0.230 0.300 4.470

STEPS 1 2.700 1.500 0.150 0.610

1 2.700 1.200 0.150 0.490

1 2.700 0.900 0.150 0.360

1 2.700 0.600 0.150 0.240

2.700 0.300 0.150 0.120

TOTAL 13.130 CUM

5 DRY BRICK FLOORING ON PLATFORM I 27.300 5.400 147.420

TOTAL 147.420 sQl‘i

6 12NIM CEMENT (1:6) PLATFORM OUTHER 2 18.000 0.900 32.400

5.400 0.900 9.720

STEPS SIDE 8 1.500 0.450 5.400

TOTAL 47.520 SQM

7 FINISH WALL WITH WATERPROOF CEMENT PAINT

(QTY SAME AS ITEM NO.6) 47.520

TOTAL 47.520 SQM

P/f of asbestus sheet roofing with truss

PLATFORM OUTHER I 29.10 7.20 209.520 TOTAL 209.520 SQM

Resident Engineer (Tech)

C. & D. S., U.P. Jai t4igam

Lucknnw

GHAT BOQ

S.N. DESCRIPTION OF ITENI OF WORK TOTA I.

QT1' UNIT RATE IN RS. x NIDE NT Rs

1 Providing and laying cement concrete 1:4:8 II cement :4 coarse sand: 8 Stone ballast 40 mm nominal size) including supply of all materials, labour T & P etc

required for proper completion of the work and curing coniplele also including

cost of formwork in foundation & floors. (PWD-28 I)

1610 CUM. 54101)0 8710.10

2

Boring. providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than.specified, excluding the cost of

Steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and

the length of the pile to be embedded in the pile cap etc. by percussion drilling

using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated

earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary3MR/Tubewell boring

mchine shall not be used.

DSR

2023. 600 MM DIA Pile 24.000 RMT 2391.45 57394.80

3 Mild steel or iron in plain work such as in reinforced concreted or reinforced

brick work including bending for proper shape and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured and

including cost of binding wire. Excluding GST : .. 19.226 QTL 5400.0 103F20 40

4 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus)

mortar in foundation & plinth including supply of all materials, labour and

T&P etc required for proper completion of the work. ( PIM:3303+3056-305a)

13.600 CUM. 3600.00 48960.00

5 Cement concrete flooring 1:2:4 ( I cement: 2coarse sand: 4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement ( 40 mm thick floor.) (PWD-605) 11.50 CUM.

. 380.00 4750.00

TOTAL 223635.30

rikFOR CONTINGENCIES 4472.706

pc- 228108.01 'TOTAL

it • Resident Engineer Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

ta.

4,

PROJECT:- PRELIMINARY ESTIMATE OF PROPOSED CREMATION YARD AT DIFFERENT PLACE IN (UP)

DETAILES MEASUREMENT

S.N ITEM NO. L B H QTY UNIT

1 BASE CONCRETE (1:4:8) GF1AT 1 6.720 2.400 0.100 1.612

TOTAL 1.612 CUM

2 R.C.C. WORK IN PILE 6 4.000 , 24.000 PILE TOTAL 24.000 RMT

M.S. WORK IN R.C.0 PI LE(0.25*3,14#0.40*156.00"1.25*0.786) 19.226

, TOTAL 19.226 QTL

4 EI/Mi IN FOUNDATION

6.720 2.700 0.150 2.720 6.720 2.400 0.150 2.420 6.720 2.100 0.150 2.120

. 6.720 1.800 0.150 1.810 6.720 1.500 0.150 1.510 6.720 1.200 0.150 1.210

, 6.720 0.900 0.150 0.910 6.720 0.600 0.150 0.600 6.720 0.300 0.150 0.300

TOTAL 13.600 CUM

5 40MM THICK C.0 FLOORING STEPS I 27.780 0.45 12.50

TOTAL 12.50 SQM

CoV

Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND (4 PLATFORM)

TIMBER BLOCK

N PLINTH AREA RATE U.P.P.W.D DATED 01.01.2018 S. No

DESCRIPTION OF ITEM QTY UNIT RATES (Rs)

AMOUNT (In Lacs)

1 2 3 4 5 6

A COST OF CONSTRUCTION OF TIMBER BLOCK@7570*30%

1 GROUND FLOOR 43.22 0.3x7570 0.98

43.22 SQM TOTAL A 0.98

2 ADD FOR INTERNAL ELECTRICAL WORK 4.0% OF Rs. 9.08 0.04

TOTAL A 1.02

3 ADD 2.0% CONTIGENCIES CHARGES 2.0% OF Rs. 0.02

ITOTAL 1.04

„e0„.6:1 5-- Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

PRILIMNARY ESTIMATIfiti.-pyMPOSE CREMATION GROUND

(4 PLATFORM)

CREMATION GROUND

VYTF.UNAI4 SITE DEVELOPMENT CIVIL Ell Lila Vie V ll Al 'I A_ Asa

S.N. DESCRIPTION OF ITEM REF. UNIT QTY RATE AMOUNT (IN LACS)

1 2 3 4 5 6 7

VII EXTERNAL SITE DEVELOPMENT CIVIL

PAR CPWD 2012

Development of site

1 Internal Road & Paths 6.2 SQM 1031.00 145.00 1.49

2 Strom water drains 6.5 SQM 1031.00 85.00 0.88

NON SCHEDULE ITEMS

3 FORCED LIFT HANDPUMP AND RELATED WORKS

JOB 1.00 100000.00 1.00

4 COST OF CRIMINATION EQUIPMENT NOS 4 50000.00 2.00

TOTAL COST DEVELOPMENT WORK (CIVIL) 5.37

5 2% FOR CONTINGENCIES I I

0.11

TOTAL COST 5.48

Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND (4 PLATFORM)

AREA STATEMENT S.NO

, DESCRIPTION LENGTH (IN M) WIDTH (IN M) AREA (IN SQM)

1 CERMATION GROUND

a CERMATION PLATFORM 13.20 5.40 71.28

b TOIELT BLOCK & BARBER PLATFORM

6.895 2.98 20.55

c OFFICE BLOCK & CARETABER ROOM

3.46 3.96 13.70

TOTAL-: 105.53

2 PRAYER & SITING PLATFORM

18.00 6.78 122.04

3 GARBAJE YARD 4.46 4.46 19.89

4 TIMBER BLOCK 9.69 4.46 43.22

Resident Engineer (Tech.) C. & D. S., U.P. Jai Nigam

Lucknow

MUM Mil lie!' INEMSESIMI II IN Ma=

w•it earl

ante'

'Can-a:\ :I ttcJ WI'

t"al LC:Nti

re wm \ 1 ' " a"'d •

'

Nr.

Mt IN II II MIZZESINie

a

TJ.Tf-'1‘07-re 711

-e-7777 1:17-717-1±:_7„ 7t7.1 T Jr-qr., 7f7?=.• 17. 7-- 7 .7 7i7 777-•

71. -507,-10 .7.-;;T'

rt7,77747=. 7 171 r -17-1-

-;777-11.37-j .... .

t 17- 7111,•r•777:—C-7.7

Ili ri cipin4.*f.-: 3 r

7: Str 7e-:7 77: 1-

E. 2 /:5. )not•cfif -r, • ) - n-l:FT

ki •

— - -

7,-' 7,:'

7 r

77:7 1 ,

-7.'.,.,:

77 -777 7:e

Z. •12

-?; :

11 2

5 --,

- 771

•

7 7a'

.

'ft- ',-.::' :7,!-::, F -'- :IR -

E v-7 --.,-f' '''T 7777

...

- - -.---;-- Iv., . -t7r: 7 77 ri.--,,:

7 : . '7- .::r-

:f - 7-7-- '..-:- 7r,

- •

?c- .T Tr?

— 71 7.7.

Th--77 z--.5-.. 2-1-•:. -c--4-..Tr 7:7 7.1. C-f.--.:

27 I 210i: .t---.0 12: 12 ::- 7

111 7,11-0 ,- -z-0' -1,71:1;-- in— 7 71-47-r- t-C IT - c-I---) :-- I.T/e-

-.. '4=-7 ;77;7

".z -e,-.

-r

-7-111

:HT=

--77S •

7:r-s1:177-- 7-77.ct -7-

c‘7517.7 -1;77-7.1 717T- 7111C1±.1111EP1-; 777r.,.-7-,

1773'75 ;771'17. -777

.; 3177L777 177 Er7.7(L7-7:7- :11:7xr:r1u • .'e :11.7--77 7314:1- I tr.

Z-47 5-7E c-5-r4-7Thr 7-7-71-?1-7-771- r1.7-T7

79 1

t: ;TETT c 77c7 C9',-_ 1 r.".:77;7;1-E.191<E7 7711 •

Th-7 • te---177;-5 cr-Cr7:7

•

tt, 7j-71,7f7.-7.7- 7 '.73. f:77;

it-S-rrt7 er:R.,tr: 75127 TT ,

i-artr:TY VT-tr-7 • -t =7[z-3-a':

-1

7-37.)>TC r 12

troT7.- )7 7'; 13.

-7-7- 7'

..zar-05 / rrmt

Or4117----17 ar 371;757 ,17.7-ff-:1777.7 17.7j

1`. • J_c !•-"F-71- 15. ; 77. C ! ,

I4 5

7

IC

1-

20 g

-i.7-

1 :::'• :-,-;: TOE l Fr•IT el;

-:- :7 1.. It, f7f, .---:-

. •77-_-. 1157 12.122c1r,

^, __.

- - ''-zr.= 1. _

3•7;r1i17.7-777, •

77777

17 •

. z74:r) .; -ttE:- 5 g 5977?2.1±.0i71- /2C-

• CI (1-fq7.7

- en: r: •• 7, _ ceze: z •-• • z 0 ,

• , . 2 <77,-177:7 r:7_77777 7,--hi! ..* : -

. )o-r rrc 31111.4 71-7-7r .171 ./17-071tr,1.) 5/f 77 27-.9477--c r.c.e5-77 :••,-

er

0# F

•

-

I

tz;

L:

-

I • E_

IL: ,

I f It7; ;

I , • ! • - I

7.• (

t:c77 7

•

-.7 =-.. ::; •. --,.- ' -. , '-' :.., .,. ':-- :..= • F t-•

,,_-; - tr-, -::: !-• -;±, •-; t - ._

I '7. • .:._ : - .

..,..,'2 51 -t; ; . ; : '

.1 u,

I r .., '1: .,..-, T'i

! ,:-

Ii

ts4- •...

r.••;* ' • .. ... ,,.., .:-3. tr41:—..:•3 :

! -!

.41-,'. --;.- r . . .-.&7 - c. . , ir.:....,-;. .,• •,.- 54 .., • LT ,.

it‘,4a=7,4_.-_,<--i-if•-,.5-r2A-: - _. r 4.4 -

.1i?. ... . .

-

8 7E-?

ep MIt.

. !.-

i

•

-,t-- tesi-

11::!

St

rtE7

7 12

.

- q7. Cr i z' z. - ' ; . a r-: a - !..' ' ̀-'• ..- <,57 5. ; .• .

,., „ .,.. __: . id -5; -' %!: ,...7 = 2 ..„..,. .,.; , d : , •.... _ --- 15! ,-.5, ; :•.• 4. ;,-

--i.: --z- — •.-- !,. :r -... C.- .." , - :2, --

-.S 5:- ; -; .4L- i-5- .i. k- -2 E. '4- I .1-. P'21 cv-•'

i- .... ' -21;17 41::! ,*‘: -,..,11 _: 1 ,.. t iii •-, -:::: lic".±....: ::.(.. ', e-

-"---- ---*•!1 ---P-i4:.- ';',i. _ - 4 Pr ._11:4L . , ,!1‘:. , _.

4

: .

11. f r

I

z

01. 0

1. 2

018 t

1,

I

: - - .E 7 n,

terc-

7

ron 1- 'V

a E r

:7

C

^

: - • ,

7

It-

•

-!.

IlL7 ----- :

' ),,

i 1 't =Lc :

i 1 ';---.3 -

7Th. e c c t • ” c •:.

c- ,ez

, )7-7 r-r

12-

IcF rc.e. I ' 77.

‘la- !; ''• ..,-

. r.: i t-

.;•:: '...",.- 7

, e :=2.

,7

7 ; :#,.

C.;

e n . --.' 7-i,

.., -

=--.--;

:

. ---::-:

,,.'. .7 .-- :-... -

..::}... TE--..- .-4 _

=

; • . 7 .1'44* Z i a

.n;;;,-,

I.

cjqfipj T-7::;.t B1T 1 .1

if()!-F-1:

!

OL!ii .:f.177 7; !

t.'rq-1 4,

H "---t I -. • 2:11; ->1

7q±/3D,TI744E- ./z TT ( Tian-4(4

E.17..cj T

fb5-47?: r.t3.1

27.1 7--:1[111 T:& ert141,-! . 71 f:74ff

fr

tcrf: •2,tc4 ar:;117:11 7;1 ; J'i0"46 '71 ;T:"3 . '

fkIT/20 I 0 - 12 , *Ti T

• 73.771-7, 7-7r !,.! 5' f'r =:",7

219- 77:2=c2F-iT: ! 2‘!!! •-• :

(.721t!-- ;ti :777Er-::7, -1,, .2, - •!! -

12.50 5c- t• Cri - .7.

.I1-1)-7i7:7 3117 'T. .11-1 "-! O- r1:1

1;rit!:1" !

cgd Ct 47

Ttil Ft IT 1

C4-7:-31 "c!-V1-1,trf( atT;)

( _

, - ;;; L -AR-it{rair.R!!

P 1 —Tr (s.ff-• 1) fr-.! nig To

9-fai, 4-)) i 37 Fa S2-1-74; WI*41-gl

( (Iva) '101::'-;(:):7,: 77.-7T.L75. 47 (2) t3ftbrifr 711:]t0- :!)", :3"" -4 - fr rt,"

TECTZT13-1T4B7

F4i 'ff!i 4 -- IT {-40.1-111..) . ,

, 7-, , I r.

z

-. . • ' •::. ' .;: ; 1----L.-- : -5:, :2 , ..:: .7.: i -.it

, f- -- --

5

•

- I

; I '

:±%.• I .

_ •

7

_ . . ... • .. • -- 1-- _ -- _ _ - -•, • • - -- ,-,

,

. -, . • _ - . - .

. . .

t-t

:

•

L-7

.,

-

; . 4 411:ES

-

:7El =

r • T 1

-

,

•

I .

.•

r

- —

- - ;-t

••

- CZ\-

ct • ,.;:t.n I -

•

77.7_ _ 7A _ "Th.

.9”

i

I •r( BET

r---; "-,:• ,,. :::= . i ,

I

E IT'r__

I 1

--..-...-----1

1 i ;

ii I -- I'

. Cd ,

c,...,.._.-:,

- i 1000X i•!1,1-,, i • ..,

1

. ....

r• .

• • : 7 1 _

.— , !E E •

,•,,,

..

..,,....• 12%) .

L

, - .... )...-..-..-4; .- if A n ......,.....„... C1-1/E___fl rr • 17 - ''' 7.-7

2-iseks _?arcnoi.E.-1- ..c., _.L. _ j, ..1 '',.!•

I E7 31 H _ r-=,-7r 1 ., 1 -.-;-7

.1 c11 •---i :17'4' - - 71'.- 41 --,

...,,,

L 1 tic....)

i '---_.1 it..,

f 1 i••• \NCI'. ,33'/' t ;7".2

\‘‘.

- -11E:1

1

: 3000),,!C.b0 • f I

i f

£3(b,,qb

a )- I ; •

_ IQ. .1 • 23 tr.

•

:“Go:

!-

:

4 ,C ,nd fir

Bi:DROC'!

t."

Ern' 44,;4,

,

.

...„ , .

..‘„..: !.:

. . . .

1 ' r-17- - :: j 7-q— 1 -

.,

r s r : — • - , . _ _ .

! 1 . . i • .;.E 1;44! :E.4.1 - .4 4 1

.C.._7j. i4.41.--- - j --.)_=

-_:.1.-i rt

';

4; •:::(:72; .... 4;

I {

;:. — — ni-

(),-d

! VE 'v4E-4:14.'444

C .

u

..----

©10 ' ---

; _Thsr-ci

E., .,. ,c.: .... • ---__:.:__ I L: 1 ••• • r„ t7 -7'—"•---

1 r

!rt.

; y (X -1_ : s :

, :3

!Oa

41:ectel

,

(.]:;.•;;;;OLINICI• FLC

•

,

i

I

; I I !

!

f

I I, i

, , , !

I ! !

1

:4 :.;

I

.

'I -:

1__._

d -! !'

!

1 '

: I

!

. .

ir r ,

I --

•

z.=

;7:

7:

, _

..)

'4 .

i

74-

...._

" II:

.EE.W.C(.4' ..4

I '

!I

ii

, I .

s r---- — I

i

: ,

it

I f _._:4.14.411.., 2.51{ ' I ' "1-• ! .

'''' I-ilf ;Jou -.; 4« - . -

l'i !,.. --, .1_ "------. F 4 c.-

r I

I

I

I

:!.' , vo., i -,: \ !-L.1 .--:' "! 1 I

- - - — - -7 4, -”,- I `'-' -14 '41-i'' '-' !!..R-4 N .1-1'11: 1 !---..— 4

4

1

-1_4

L' 33.C” 1215 1_21Q(3.__C 1.,; ..!::19:1'2..3°s.,(1:: yf !•li: R f'47

i C3 " ""

-/='.1_- vr „__;

F

JO

; —

ct _r -• -.•

r

SEE, F!, "LIV

-4 7C '..r3 C.ct In

E 1 I -

-_--i- - 0. i I

I E.4 p .,... 7._::- • i._., i., , - n ,,, •

,e.:.•

.; . 25 . . ) •

Lc ( ,

757Fr • c230 El 15

-7.: :r 7 E,<-7. ! ft

/In:I-zit; 25.15,1_1Z:1

••••••-c7 I It L •

4. pr 7

1!1 !

_ /TC:-IE ;711 15 X 1 71.-1

ROOM Pi 3r$Ce

,

CrF 1

-3E42,1! JC Rc.n.,CM :C • 0 X 50;4

__Li__ It

S.

- a — R.. P., Not •

7 ! (1-FrIg .2;9t.

en ......4..... 1 /4;4...

. i i i a ft RC1C71.: e

a. \•-•,,i!

ill.. cr: ,., t ir-, It!, ._........--. - -.L......,,...............".....:7.7.--- .- — - ........... ............::::::..

C

nia-11.4'rar

35 RC,C

../GROLIND FLOC

6.-

:

, -

-

4_3

. , •

,

;

:14, • ' - -

r A\-

IC

1

•

;

. I

-

..--e 7 i :

r

1

-•-, _ • - -

•

—___ . . .

r*. "a7! : - •

— • • —

„ — - if El l•••• 3.51 • ren. = r ::r , • , r.

g - - -

7

- — =

:..

i.

i- -4: : . , _ .. . .: l ‘-'; . . ..

- _ . _

-

*:.' •:: rni-• ,: : .: c g ..: igg ' . g

- •

• :!l '-'• • .t. 1

.:"" !.., •

17 TI -.. i ....

; .. i .

. . .

,

•

. . - • .

.

'7.

:

.-.. :

7..

1:

1 - - • I

. 1 . .

.

I . • :

.. . _ . . . I .

i

.'""Ct i ' 4

- - - --

..- . 1-----------n:—..-- - ... --

:: p.: , :I, • 3 • -1- ' ; . .:.-. I , •-a- : -- - - 1 :

,-.1 , 1 r • .

i.J.1 aggo, : !!:•:. 3 _ . ; , T.. I !. .

: •- I

, yr 1 i i I ia.

. . .

; : • . . . . .

. 'a 1. ?.. ; i i - • .

. _ r

‘r

ti.

•

_

-i-

Ir;R: r

- I . , - ' - •

,9r. -

1_ , .

60,0,e/c

c th,

Govt. of India

Central Public Works Department (Technology Application and Standards Unit )

Nit- man Milo. an. No.% Delhi

. No: 62/SE(TAS)1Plinth Area Rates/399 Dated 24 . 12?2012

MEMORANDUM

PlinthArea Rates as applicable on 1.10.2007Reprinn were iast circulated under Memo no.

SE(3&S)/EE-11/AE-IIII dated 19.7.2010 along with annexure to IV Relevant cost indices with reference to base 100 as 1.10.2007 shall continue to be applicable on these plinth area rates for works in

progress etc.

i

However, the need for issuing fresh plinth area rates has been felt to account for rise in prices n the last 5 years as wer as the latest development in construction practices such as fire safety

.

measures for high rise buildings and also incorporating the green buildings concept for three star

rating of GRIHA.

accordingly fresh plinth area r.tpR with referenon to base 1Jci as on 1. 10201Z mar. been

prec ared for circulation in the .department. In future. Preliminary bacinoles I-10) Ue:

basis of these plinth area rates.

All the 'rates are based on data of actual expenditure for structures completed recenily, ms

recttived from various field formations. In case of any discrepancy in Hindi & English versions.

English version will prevail. The latest plinth area rates as on 1 10.2012 is hereby issued with tollowirg anrexures

Annexure - I : Fresh Plinth Area Rates with base 100. as on .111L1 12. !for residential :non

residential buildings. services and rieveiocrners

A;•, flexure - II Broad Specifications and scale of amenities for sanita Electrical littinos for

which plinth area rates are applicable.

Meto no. 29121158:WI of 10/83 indicating the rules v int: out plinth

area from plans. to be observed while adopting these cct cpver. in

Annexure - I.

Proforma for calculating cost index for future oidsd on 1.10.2012 indicating revised weightages also

Specifications for buildings - Non Residential & Resid9c:tial

Annexure - Ill

An nexure -IV

Annexure -V

00 as

• ,r En-:1: Annexure to iv LPV.t

.nerai

No':; Delh.

4 4

eit

PLIVTH A.L4R.4TE5

\ AREA RAILS As ON 01.10.2012

ssFN!

S co. Description l Unice c ultcgr 1-1 °Julia! 1 mliuult. ! 110)11)1.

t

; liesithillial

_ , --I___ • I--- L0 (..1• RCC FRAMED STRUCTURE Litt-)

I Specifications as per Annexure-1.1i i o is-

1.1i Xi RCC frame ..;:7UCTIze ._0 . ,:c-:- C':.z ,

— 1. i.l(Ali Floor ht 12 .35 mt: :Thoi

1.1.2;Ai Fk-10711;. 2 90 mr. lt.ttot , I to.w.

1.0(B) ; RCC FRAMED STRUCTURE

(Normal Buildings) (Specifications as per Annexure -V)

•

1.1(B) RCC framed structure •..ipro six storeys '

1.1.1(B) Floor ht. 3.35 rim. 190Y.) kz2iS

1.1 2(131 Floor ht. 2.90 mu- tsois, 14:.110

1.2 EXTRAS FOR

i 2.1 upto nine storeys Every additional storey over six storeys

1.2.2 Every additional storey over nine storeys upto twelve storeys

5sitil

-r ,-..

...::;,;,

'Th •

_-

1.2.3 Every 0.1z m:. additional height of floor above normal flooi height crl.35 rut 2.90 mu.

1711

1.2.4 Every 0.:: mt. 'nigher plinTh over normal plinth heiziir of 0.5 mi. i an CF area only i

2-1:i. 2--.• . •

I 1.5 Every 0.30 mu deeper foundations

over normal depth of 1.20 met.).? ion GE area only ;

_..; ..,_. - .

1.2.6 Making stronger foon.aitior.s to t2V.1, load of one additional hoer a: a later dale I or. area of add:aqui:: fixer Gni:, I

22-1.: — .

1.7.? Strip flow-id:mons :n goo; soil aiaii bearing caparitv less than 10 IDMICS. swot. (on G.F area oni> i

51 5.iii•

. -.I--- + ,

: 1.2.8 Resisting Earthquake forces l i-l0 ; .1. t i.-)r• — — ---

___)

12.9

— R.C.C. Ran 1-0111.1thIl0;15 1 (ground floor oni) !

04 4!..1 . ,._-..

:

.14

(Ott 1.11'0:::".j floor jet:7'7 : 7

i.2.10

1.4 FIRE FIGHTING

1.4.1 With wet riSer 5VS:e171

1.4.2 With sprinkler system

FIRE ALARM SYSTEM

1.5.1

1.5.2 Automatic Fire A iarna System

21 50

4

1.2.12 J Larg ttz- modate F o'.e; c sun,

BASEMENT FLOOR

Floor ht. 3 25 r111:7: noninai "ace: prbefine.

EXTRA FOR BASEMENT WEIR

Every 0.3 mt. addl. Height (above 3.35

Reduction for every 0. 5 M. less height of bisement than normal height 3.3:5 mt.

1.6 Operation Theatre (OPD) (Extra provision )

560

1.3 ? 1

1.32.2

I Pressurized mechanical ventilation

. I . system in the basements (with supply ofExhaust blowern

650 1.8 Q50

STILT PORTION 6), J 1.8.1 Stilt Portion of Multistorey RCC structure

(up to ht of 3.35m) Applicable area only utiari

1.8.2

_

. l I 0856 Q850

1 985(4

Every 0.30 mt additional height (above 3.35ith -150

-150 1 Note:- Rates marked asunder items 1.4.2 & i .5.2 for restd.ntial building are NEL 200 ' apptigaHe lot apartment houses more

than 45m height.450

5

S!. No. ! Description N on -Residential Residential ___

In l liar ( Idlege • St:11011k i locpini I.

Hostel ! h1(-1. ii. HI

, 01 rs •

. Ilh•-.1\ '.IH-je - \ • . I Ind ' :

! il [Rik e , _ • . 1 2.0 L 0 4.L) BEARING

CONSTRUCTION

2.1 Floor height 3.35 nit

2.1.1 Single storeyed tftf.k., ;4:u; . .

2.1.2 Doubled storeyed 143(... , i _di Pi.

2.1.3 Three storeyed 150li 14..0.;

2.1.4 Yin' storeyed lo4:01, 140:) -

2.2 Floor height 2.90 mt.

2.2.1 Single storeyed - l ii“; i2st ;-litii'ili

2.2.2 Double storeyed - .-4!,/t, : 11:4td l :3100

2.2.3 1 hree storeyed i .:::,it... I I Cv.A.' I 2:,t,N.l i401/

2.9.4 Four storeyed 40(.0 i ' 'i.ii:i 1 .-;$..; ; !4 -404,1

2.3 Scooter & Cedes sheds . R.150: 11,) r L WrA i

714 Garrages - ii spy.' I' ,..P.0' it

7.5 ,Extra for

above normal height 3.35 int:2.901m

,

270 '- 2.5.2 Every 0.2 nit. higher plinth over

normal plinth height of 0.60 on ton ground floor area only i am., ,- _ .. 2--i; i

2.3.3 Every 0.3 nit deeper foundations over normal depth of 1 20 :hi

(on G.E. area only) _ , ,

_

..,_ - Ft: _ ._

2.5.4 1 4attinti stronger founciarir na le rike load of one additional floor

ar a later date (on area of additional floor only i -S0

_, . N. -:>, ' ,•.0

I- 2.3.5 houndations on poor sods ha . ri,e

'gearing capacity less than 10 Tisqrni. s'20

-

Ti' 2.5.6 Foundation on poor soils requiring

under reamed pile 0 mt. long .... .. ecii.ki istil.i .. igo„. .,,,,,.

2,5,7 R:C.C. Raft foundation (UP. area only) 6450 t)4:-.0 ii:,:z..2 04•-‘ . ti-hi. i,..iii ]

_ 2.5.8 Pile foundation up to a depth

0;1151111T. tG F. area onh.1 11-5i i : :-:: i :"'• : : -50

2.6

• Extra for resisting Earth-quake

'Pisces —

2.6.1 In Zone V •

1050 IL 150 10',.1 pli-): , - !we()

.•on -Residential Residentia

15% 15% 1500

-I 1- . II. IIT Type --IV 6: set- x a ri( Qtrs. Qtrs.

1/111.111111=aallia 2.6.2 Buildings of r.Yo storeyes or

- niore in Zone III & IV Resisting earthquake forces in Zone 11 and simile storey buiId inss in Zone III &

Stronger structural members to take heavy loads above 500 Kg /vim. Up to 1000 Kgisqtnt.

Note Rates for items are applicable on entire plinth area except for items 1.2.4. 1.25. 1.2.6. 1.2.2. 1 . 2 .9,1.2.10.1.5, 1.6. I 2.5.2.2.5.3, 2.5.4.2.5.5, '7.5.6.2.5.7, 2.5.8.2.8, ? 9. 2.10, and 11.

SI. Su.I Description

With sprinkle: system

Fire Mann System

Manual Fire Alarm system Allt0MatIC Fire Alarm system

O.P.D. Operation Theatre etc.

I 5c ofhuiidtn e I COS',

normal building (1.08)

PLIYTH AREA RATES

S. )o. Description 0111c47 S. Hes, I College

7

2

3.0 SERVirEs.

rhirrnal Building ii .ORj 3.2 “..xterria: servi On

3.5 Internal electric 15:4 of 1 installations for terminal building I building and othcr ailicu cos:

structures in airports

3.6.1 Power wfrina and pluas

Lightening conductors 6.5 . ] sLE. t.4.store.yed hulidinu

3.6.3.'

mipsdrdntcn-ial electric

installations

3,4 Internal electric

installations for iaboratorles of schools

e.

3.6.3

3

0.23'•

3 .6.5

3.6.6 Computer conduitine

3.6.7 Quality assurance

a. Note

Quality control chat-2e of 11vo should be taken in esinhafe old

c to 8 SiOTCyS bujithnc

Beyond5 storcycd

thniclinus •

Telephone cOncluits

d Csntralize Intercom svcter,

lien depart, 1 itt

Passenger ift I

4.1.10

Goods lilts

(2 speed 1

ohordiedi

0.75 G-4 1.1 60.1Cg.

20 1360R.g.

20

POW:71 AC \ I 24 (k! oper teda . \\1_ 4 Putst:t

Operated st,CV 32.0U

8

i 1 rase(

.

; ! for e, ad d i i

Door

j SI:No. i T' pr unfit aparin Peroorn. - I

I i

"sliced Price - I It /Oa, I

1 , ..r. 1 1 I I• -4.-- - ' l ti 0 4.0

4.1

4.1.1

LIF1 i —t--- , ;

Passenger lifts

Passer,

'

,

i i f

; 1

I

:44. K t! !

- I

4.1,2 Passerigellift 1 _ 1 P t'l

Passenger ;in 6,7-4

4.1.4 Passenger :in 13 OS-I K2. 15

Passenger hit 16 MS Ka. 1.0

1.25. ti?emied Y. 1

i:r -c Power

iirR"olled \

(J.:4 power I 1.50.( operated \1]:

Passenger lift

Passen2er 1±1 16 111.31; Ki

operaied I \

Pott-er \

C•pe:±1......7

Passenger Itfi (Bed lift

Passenger lift

10S8 Kg.

4.2.1

45.7

4.7.1

: Ton

Ton

3 ion

Note:- 1. ACVVVP)s.4.G ‘ariable coltace vartab:e &cone:14:- 2.

Provision lot lift may also be taken Lot the but:dines having floc: ler: thim • 4

Si. No.

5

Description

WATER TANK (ACC ONLY

Overhead tad< .0.ithout independent stag!!!

Overhead tank upto staging heiain 20 :nen es

Rates in Rupet

5.1

5

I5 Litre.

5.3

5.4 Overhead tank with s!avir-h: height between 20 ;mores and ',HE.,

Overhead rank Aarn sid!!!!!,, heIgh; hetss een ::;!! Metre:: Lind 4;) inmei

nitergound tearnto

Nast

Caf

11111111 6.7

6.7.!

1111=

r,

It. sort

son_

je sot. _ Rio

sae,

Ecru_

13:.! son

@T. scut

Of sq:

,n

PLINTA. AREA RATES

SL No. Description

DEVELOPMEVI OF SITE

Le x elllina.

9

!Ca t es in R upeec

6.

6.2

Internal roads S. paths

63 Se, er

Filter %% r suppl

Li 6.4.2 Per/sherd: iorid 1

Unfiltered.5LITtT.

5 Storm water drains

Horticulture Operations

Street lighting

With fluorescen: lamps

With HPNIV Lamps

With HPSV Lamps

Exit Sign board it clecrric s;enage

Note :-. (1)

The rates are per sqm and are lo be applied on the enure areas of the plinth plot To he dr, elope° (2)

These rates will apply tc nonnal conditions and normal ayou; plans Iran) TfT.Tr.2S are rectun ed due so hals cotting or bringing services from large thsrances,

then odd 'l'idedi pros :sin shouid be mode (3) Cost of bulk services water supo; \ . sewage disposal e g.

Tube wells pumps. open .o. &R. treatment piam. extension of iMPT., ;rem sourer of ib,bi 5002es. :lead y.,io; , Sewage pumps. sewage treatment plants. septic tanks. cP.:ension 01 nut-fall sever LOT To noir,' olohTITOT.O Tt),.'

MT' iicluded in these rates. Extra proxision depending upon Sag conii;:ens ma. be made for there

row-ce 21‘. (4) ' Cost of FIT su

e - starron equipments. LT drstribution sys5ee6. oc, ,.:. i ,•,.)... .....,- ..... in—.-- to,: -"':re, i.....! ‘‘Pn‘s Pee aesthetic externa!lightiPg wrth mesa

i ial.cle laTTTp 4 racadc !Toh:!Tig. aorsL ssaelt re alarm system. urine main... t FS. aoJn:roo onstruction lights, external serkliee co'hoecoons. storage water cooler. 1E: \ TS. CCI \ . access 00/116:4 S:. ST.triT roi secum. T.C,id! (kale, neaung t‘ stern. bidding.

se:Jr lighting etc. ate not included in abot e rases a-rd the same are to be taken 23- ner dOlue i based on icinc:,ontui LH II L'.. of ha proposed (5) 1.0 IA) shall be adopted for GPO and GPRA. I .1.

! (B) may be adopted for other buildings. (6)

The green measuresconsidered fe- Cc-! el: Electrical harks (a)

Over deck insulation and Applied:on of high SRI reflect!, e rain! on ;h- ril'C (3) Ma.50hTT, work in super s-^ , -- , -: ,„ ,_to..la‘ o Aor.::,•5 Co-creue :A.Arf ' bioel:r : (c) V, Indow with rchlecti \ e class ceo.iing High performance double elaidea unn (d";

Paints with low VOC ootio5S. fe) Rain water harvesting

i (CT Replacement or Corn. ThTT nor;; p:Os, co;:. N• TT+ 2 r'r (r Hospitals).

g' off'; Cc, arid

n

AC plant 'cub \ AYE its e< and ECBc cone'u . 'er Hs!

or

(h) included.)

Ward not Automated lighong controls ‘‘;;'n daY hght sons(' s u"a fl Rs

etc

1

( R.K. Saraswat )

iixecutive Engineer (TAS)-I CPWD, Nirman Bha wan,

New Delhi

1 Mara Prasad

Superintending Engineer lTAS

CP \ VD. Nirrnan Bhawan.

l'rrickdt.'

cbleCEnelriehl ICS()) ii'\ NIIIIITEIBItap an

NeP Dclh:

ti I. Ls; rrn oh me rifling.

10

I

SPECIFICATIONS FOR RESIDENTIAL nriumNcs flypc1.1E111Se Son ant

Fecrr5atr. Bettertc. cap:tit:7; rcrnm,i tt 17,?, 371e:Ti: ,_.• •• • . .1‘-re :b:.inciaricT, :11 RCC

OCnn-2:f.

d Depth :irk° i menei• Qround ]•::‘•:i I Super sr:Lk:mil RCC named .:0115.nicii,n, u\ith tiller u.

In buck work or load Pdaitihy 3onstruction I

if bi- ick gone maser-try intermediat-: columns where found necessary.

Internal partition- half brKk masonry in cement mortar 14

, Bern no. nein

ANNE

N 1 r:tIle ; Pe -

. brirc.ible to all

,3:;2 Shutters 1 Window

Item

3.1 Frames 3.1.1 Windo‘v

Type I. 11.111 & Servant Qrs.

3.2.3 WC Bath room

3.2.4 Kitchen door

1 ; . I

;

I Doubie door, one e• ilia non :';:nl! ‘N nil i vme mesh mosquito prcaf and other

35 rnru thick panelled shutter with ha rci wood style and rat! wall • panelling of pre-larnmated particle hoard. one side decorative other side balancing.

Solid PVC shutters 25 min thick

I

Partly panelled and pant:, writ:Int:Ski kvi..ii stainless steel wire mesh Clic

1 panelling ‘‘dirpie-iarninated auricle I board one side decorative-2f iturr . I thick panelled shorter 1‘ ith him) wood

style and rat s

ir

I

Type 11- Type V and VI

Pressed steel frames made Same as t lWpe our of COrrOSIon reSn tarn coated sheet of 1.6 mrn tinck with double rebate scratch i proolalummiunt slicer; poly-propylene PT n”C-0 strut n aincs made i :Sam,: us T ybe Iv OW or corTosion rei•nant coated sheet or 1.6 nim thick with single rebate thcior: maniac:aired precast frames

I CorrCyizon j uSiSt.:111 tied

disereuetp. or. /4.,r...!: en2:nt-fr

;nay also he oi ovided the

ehtitter; 'Ante rarest: shoat:is

'.0hu:ar box se..non Sarne Tyner..

ZdriTlinnUina rtd ShErinil', I

I Le nuns: ,pt[; rij:1;f

i Sanle 3, Tyne. I rolli I Same as I ype I tO ill I except that panelling

i

' " i ll be or both side Jet:Prance. ore-lam/rated particle

I bt.',Jni.

i

Same as Type- I tit Ill 1 Scow1, 1:.-1:—: I to III

i Same a> I Te i ;L• Ill 1 1):!:11:. pant‘11-eLi and

i

put ml-. ‘‘ iie :itte.ch Ix ith statinesitt steel sk llt :flesh

I he panciiinicr uith Pre-!animated panicle board bc'Ill sidesdecOrat

in p e.

..;-.' m thick panelled I shrine: t.s ith hard woot st: leant! ;dd..

Ii

3.12

Door

Pressed steel frames made out itit-corrosion I esistant coated sheet

i of 1.6 nun thick with double rebate

l•

IT-hron 1,:csed steCKPro-cast K names.

M.S. tubular box seckon corrosion resistant coated shutters. Wue mesh shutters may disc be pro \ ided at the discretion of Zonal ChirlIEntnneer

e t2 2 Main Door

3.4 Peep hcIe ape I see :ha; for everna:

dee!'

cc

, 3.3 Fittings

S o. IItem

.25 Zr door5

. pc I. II. Ill & Sen ant ON 1 lx

11

and 'CI

T.% pe

Same Tviec 10 l!:

San.:

I urc.‘ He: ic:1!!!!

'1, :•!!CEISiA ;(1 ̀.1ir! !117:3t, •

2pC,C“.EC :icsicr

VI

5.0 Finishing

5.1 External

in ant: Cf ed

4.6 Skirting. Dado Cernm.c Wh::f Fr toners x

sirrno:b. :511 0' Washed sione err p..2.S1.0! t.`7 expose° !er:c!. ‘.0-k

lire-penatied

! Same and prentoulded nosing

Ser:e

1.1111!, Ni/t 12 !rm..

Le,

R !I!

In item no. 3 of %%god work. if any other option of local material is a ailable. the same ran also lie used hy the

respective Chief Engineers. External sliding door bolt and handles will

be in poo der coated NI.S. or stainless creel. Koba treatment on rooting in all type of quarters.

Type I. II. III & Servant Qrs

1 4.4 K then work Green marble c-erno:!she to.

pre-nodded nusrnr.

AU walis and ceilm.:5 :o ye nee:;eei with the 2

mm ;hie!, POP ;',!!!0','. with a Coat ofacrx lrc oil he ..!rid distemper exCepiCerH2 h;:h

steel work.

enamci pa!n: a; Flood3n!:

Note

S No.

4.3 Common !,!) Kota .F.D:le

circulation sk!rrinz inriaiiritse. riec,! ate3 staircase pre-pu!laEcdken stone .S!at, W;:f1 pre-fir!shed nosing. de used !!) Dada cirera7b;.: gre>

dull green shade : 2 , !2- size upie ; 20 Cr! ht abo s,:!rnne 1-c greer. marble nosre.

4.2 Kitchen.

Internal en-ciliation area

Cerarmc floc- t!;:s!si,e ! ;2 Mart finish. Or approved desi2r.

4 Flooring ! Bedrooms' Grey. Beige cola: ce.-am!c floo; tiles livin2 rooms

(Size I 2 ' A 12 Malt ims.r/r.. or approved desizn

52 in

45 4.5 - I Toilets !Ce.127!: F100- Ift.':3!SZZC

'too

12

cr_kt,r or kmricrrirs rem Crvrpi PC)01. At CONINIODATIO kern Item hoel • NO.

; Yee

One

1 Kitchen Shels•es r:ers 71,2Fe than 40c.,rnr.: kie alors. One I thick '

(ii) ; Kitchen sink

'1

Dado Ceramic dazed tiles les (size 8 >, for HiCm. ; above and alenz work top , and around and below! , kitchen sink

(iv) Built in clipboard with ; Yes open shelves below.

1 ofpre-laminated. particle , board I Sidina thick below '

I cooking platform shutters

: window sill level of • i cocking platform &wiz : i i one wall

i

.

Cookinc platform standinv j Yes 1

2(i) Wardrobes

I Built in cupboard with ii

RC.0 !pre-lanunatesi !

panicle board:Kota stone ishelves and shutter upto ; ceiling height ' !

I •

00 Magic eye in front door ; One

Windowsill lining ISinrn thick projected with Kota

Kota Stone

stoneimarble

Curtain rods with brackets All rooms ; Set of Pegs

In bath and

bed rooms

c!c,1tip r.,rjrj.. ..z:arce d 17 IIi pro

Liu'Ct.7:17IV;t . hoar

•

Sia:IneSSstep tnk ‘viti, Same as I it - virret

china sins draining

t -cramie g

riles (size )6.

high dado skirting les apio 6.0cm above lute' platform a'r arid ..Ilong

won: top a! I-Ound and

belc,u kizeh

sjnk area, ..,..here

cupboard nxed.

le, "nit: dr:11),er, es with'? dra

Yes Yes

!( hie In eas'I. lied Rciorro (inc in each B upro ceihnu height • Room upto

sciling heiser

One • One One

KtItLi Sion-

Diapers rods

Iii bath bed an ! \\aids° hes I

...•, •

drinnisisi , Sans ; .1-"anle as steel sulk type -1 isdse

:thoui dram

board

1Z,

Yes . Yes

[One in each ; One in each Ont. in Bed Room ; Bed Room_ each Bed 7- 00- height 7.00" Room)

; height height

! Kota Stone ; Kota

Stone

All :corns All rooms - Drapery rads

In bath and! In bath. In bath. bed and bed rocnts bed and i a! drebes

: rearchuhes•

yon ltv

&aka

PLI'Vrii AREA R..47-ES

SCALES Or SANITARY FITTINGS FOR GENERAL POOL WSW:\ A I

QUARTERS

13

F—Item Item t_No.

Indian W C. Pan ; One WC Pap with dual flushinc I Orissa parreir cistern .- wan low in-el

i

PVC Flushing Cistern

ype

European type WC with low- level dual flushing cistern

Water Jet with low level European W.C.

Wash basin with one pillar tap each

Tap (kitchen bath & W. C.) C.P. Brass

PTMT bib cock

4 PTMT

One PTMT

Mirror ;Bevelled ethic; One !PVC. frame with PTMT glass sbell

Soap rack iNitch in WC./ Bath)

Liquid soap container

Storage tank

I 1- 77Je I/ , Tipe III l .

iii)Pi- II

' —I— i 1 ' , ' -1)-pe I' VI

--- • Litle :Ndi'Ilr. as I uee ,:tri-ic ii , _in t -,;,:pi ri i•ii:

i Type i I I

Type 1 i 7...7-,. ! / si,rvam cruei7ei 1 I 1

1 1 li

cistern dil3I PVC lilushinh

()Flo V.11110V- ii-fk

l'malch in? loy I

' 1>-pc 1"f:i" I

I (1:1: ( Sy?110:11C I

It:',. el CISIelri

i

On e

One PTMT

One PTMT

4 PTI)-11- 4 C P. brass 5 CP. iirasi;

One

One PTM T Iwo C.P brass

- _ One. PTMT I Tv- 0 C P.bid.S5

T, In 0 CP BLIsS iniXer I hit: Cr orass I tYpt for hot and cold nipti type fin ho; ; VaIel with single and cold water

In ; ei- ith single lever

; — 1 I

I P brass

Three C. P. brass

Tp r C P. bliss I

_J if

Three

INiitch with Kota stone sill in bath room

Plumbing for water Purifier and Geyser

Note : Way coupling in wash basins and grating

°lel the floor trap shah be nip 01 PT \ IT. •

kir

One

es

ita

14

SPECIE/C: .4 I It tOM IF: L <7 11 - 141C 3.1_ N I- VI 1 A. VI( )N \ RESIDENTIAL Q IL ART

ItemNo. Description ; Tspe I Typell rypem : Type rv • .rype u

(excluding servant

quarter & Garago

i Type \ I I (excluding

1 Sen'alli

1 quarter & garage I

Ser Qti Gai

Power POIMS I 15 amperes. 6 pins

MCB connected socket mule: col AC. unit !Geyser complete with ‘s•irmg

I 1 ! s I H.

. Ceiling Fans 5 6 ' .

Exhaust Fans '

Call bells I I 1

Light:Fans:Cali bell 5A Blue Points

IT Jo 6. .. -17. ._ 23 . i...

. RI. Finings excluding Tube and Starter

2 -; 4 r - (ti

Type of Wirinh Recessed Conduit seirina Coneale. :o ..lu ,....Irm?

• EDB NICB Tyne

Single Phase I. 1 I

3 Phaso - I I

Cable TV PDint I I I , _ , , -

Telephone Pomi - . i ,, (

4

;

2.2.1

2.1.3 I 2.2.4

2.2 Internal part dons.

3.0

3.1:1

3.1.2

3.1.3

DOORS & WINDOWS

Frames:

3.2 Door Shutters:

4.6

4.3

4.4 Lavatory Blocks

4.5 Flooring in basement

Rest of the area

Anodized Powder coated Polvester pouder coalred.-klununnini indow: domrs

Glazing with reflective ssia56 ot double eras 1././// /: 11•:,11

Panelled type in 2nd class teak wood or :lush deo; %sit teak k eneered ph commercial ply as per CPWD Specificatio

ns as pe; Anodized po“ CM coated Polyester nem

coa.ed Akin:minim shatters with float glass panelling where r-2cinred.

PVr -FRP door frames ghtirlerz siss.

factory made Anodised powder coated 1'0kester powder coated •sechori aiuminiern frames (Si shuners for windows

Anodized aluminium 'stainless Steel or equisalew

As per fire safety specifications

Door frames of 2nd class Indian makssood t./Un diffni in C./ it/Cr: .5 TOt/Inl.

1.2ramte 1100SnI2.

Pre polished cIrsnric flool11/

Man fin/Shed VhCfled

Urar.ite riles Vinified tries Ceram:: rik floorm r..

PLINTH A RE.4 RATE:-

A5 Lie: bil.SCC: 5ssil

_

RE !Tamed :ermine-d e n v :AIM ask h: :k brick ',York o: I :cad /2 I5/171/2.101/ :r fly torrak hr/:// F:///liellt!:/.011::. itil cohimins as ner desiun.

Lic2 i1; welch: :Init. :raved .2e://11C/r ;von:reit Ir:Lici:s.

Gypsum Mocks

Non asbestos doctri c skin cement boaroi , Fly ash bricks.

-

Vaimurn deuritercd concrete.

Kota Stone floculn c

permanent finish specirka11011S. Single piece Granite or marble friptimi.rr in rres,'•

r‘.!ih•or me tbloni.

permanent finish specifications

Single piece Kota stork' ilOurffin ire3ci• ::se:.

Stainless. steel rarloics

Granne flooii (dazed tdes or. size not less Our >. 1i i.

--

Gram!: counters. Sramiesr steer sink,:

xlii r.srb ;01

BP PVC doors u ;Mr !Tames

6.0

5.1

5.2 Fire escape staircase

RAILING

TOILETS

5.0 STAIRCASE.

Internal staircases

.1

SPECIFICATION FOR No - 1.2F_SIDEN1IA I BLILDING

ITEM DESCRIPTION NO. SPECIFIC :Al los

I S

1.0 FOUNDATION

2.0 SUPER STrarre--m. Structure

3.2 I

3.2.2

3.2.7

3.3 Wando, shuncts

4.0 FLOORING

4.1 1\ lath entrance hail

4.2 Coniclors

16 RE,-;

8.0 RoC).FING

8.1 j Roof treatment C cba treatment over deck insulation with Put slab. 8.2 False ceiling iFalse ceiling in office area al: toilets to co% ff the set; ices as Der des i en requtrt 9. FIN7SIIING

9.1 J External I Dry stone cladding_ )sashed grit plaster. r 'ales proof kr. eather coat paints, stru

dazing. AC? cladding confornunc to Energy Conservation Building Codt 9.2 Internal

9.2.1 Gypsum piaster in dry areas. 92.2

Cement plaster in wet areas 9.23

Dry distemper in service area & basement. 92.4

9.3 Painting Oil hound distemper:Acrylic emulsion paint Textured paint (low N-10 C)

Doors 8c windos — Painting/polishing on wood work as design 10.0 PROVISION FOR BARRIER

per requiren

FREE BUILDING Ramps, toilets for physically challenged_ 'chequered tiles use of Braille sign: & lifts etc.GRC 'Glass reinforced concrete) riles in Ramp area.

11.0 LANDSCAPING 10% of the budding cos: will be kept in Preliminary F.,:tiMate ria'r murals a: Landscape related construction it c pavement paving

-

... • \.1.,-.

TERRACE PLAN

NUMTY 13A RSATI

PLINTH AREA RATES

1;

ANNE X1'121: -Ili

Central Public Works Department

Copy of the Memo no 719 ." 58 WI e Delhi . Ocr .

Rules for wurking OW plinth arra front plans

In order to ensure the adontion *of a uniform method ofworking out plinth areas ,rom plans. the following niles are laid doN‘n. These rules are General in narure and should be taken as a guide. They are based on the fundamental principle that the plinth area of a building should present a true picture of the covered floor area provided in the plan.

1. GENERAL

The total plinth area ola building: shall be the sum total of the plinth area at every floor including the basement, if any

Internal sanitary shafts shall not be included in the plinth area in the case of a residential building any floor level. at

In case of non-residential building internal shafts for sanitary installations, air-conditioning ducts. lifts etc. shall be included in the plinth area at all floor levels.

The area of the mumty at terrace level shall not be included in the plinth area. If a Barsati is provided jointly with mumty then the area of the Barsati excluding mumtv at the terrace level shall be included in the plinth area as shown below in the hatched area.

(e) Towers, turrets domes projecting above the terrace shall not be included in the plinth area at terrace level, but shall be allowed for separately for costing purposes.

PLINTH AREA OF GROUND FLOOR

The plinth area of the ground floor shall be calculated at the plinth level excluding the plinth oftiset s .provided such plinth off-sets are not more than 2 In Cases where the hui ldme consisr; or. columns projecting . beyond cladding;

the plinth area shall be taken up to the external lace o :he cladding and shall not be included the projections of the columns.

--------

Root . t • ,,,,, T at 1.1.0.T1.3N•rt.t-t1-t7

P,Oos

ce,CDo 1•1

pLeitiTH pco jecTiorm L ess THAN a 4/4,” Nor TO i GE TAKEN IN pLitir ARE..

o...04-umN PRoJECTION NOT TO ae TAKEN IN PLoNT 14 A 12...e A

18

In ease open verandah with parapets are protected at the ground floor projecting out of the buildin: full area shall be taken up to the outer line of the external verandah lintel and only 50"4 of area shi taken for the unprotected verandah. Open platform without parapets and terraces at ground nom porches, shall not be included in the plinth area but shall be allowed for separately for costing pupa

T- ---- rori —7:77i721

.!

j• • •

ilS Hi

l; Fla AQ,E A To 14.g 'n•yarce. A. . f:S1,1.41 r'r tr/

ijN;44;•k't.•

fj b A I-k So% A44k14 rto r A A71 . .

L Ft-tuNTH se A

. . \..

pAeije.CTED Vegf9:5.,A 00 VelkAN PA I

, ,$) P cloy E c..T D A

SEC-T(0N AT x--p,

PLINTH AREA AT FIRST AND HIGHER FLOORS

The plinth area of first and higher floors shall be calculated at the relevant floor levels. Architect! bonds; earnice etc. shall not be included in the plinth area even thoU2h they may occur at the floor le., vertical sun breakers or box louvers projecting Out also shall not be include in plinth area. See i Ilustrat sketch below :

C CT 0 N

NOT TO ci e -1- K arm IN PLINT k AR.EA

BON, CHAJJAS, LOUVERS ETC.

CLECTIoN)

PITH AREA i4 TEE 19

In the case of projecting balconies protected to their full width hy the shades full ,th roof projections or by upper in the case of unprotected balcontes equivalent area to the etem of :;!tt't- of the area of the balconies.shall be included in the plinth area See illusuraiii-e sketch givt:

. , . . .

P PE rz. tk cc.ry ReciC OijLCTtcN O SPADE

tir H Pi_ I r,i -r ;4 A k E A = LEN f.;,1 ri-k x ttiT t-1

GAL.00N+Y

PROTECTED. BALccNy

OPEN AT TOP

Pt-INT- P4 AREA = .71,-:".L,ENG,Til „; 44 I PT r --

Ur4 PROTE crErc 2, AL. CON%

GALLARIES, MEZZANINE FLOORS, LOFTS

Area of galleries i.e. upper floor of seats in an assembly hall, .fully included in the plinth area. Area of mezzanine floor i.e. an intermediate floor introduced included in the plinth area, if no separate provision is made for The area of a loft i.e. an intermediate slab just beneath the floor leading to it and used for storage purpose shall not be included

Auditorium. theihre- etc. shall be

I, et t ri floors. shmll he

the same of roof without any direct staircase in the plinth area

Sd _ Chief Engineer Central P.W.D.

(Er. RAM DIYA)

AS SIT. ENGINEER-III Socl3- IL CPIVD NIRMAN BHAWAN, N.D.

(Er. K.L.LANGAR) EXECUTIVE ENGINEER (S&LS) II. CPWD • NIRMAN BHAWAN, N.D.

(Er. M.K.KANCHANI SUPIDGENGINEER(S&S) CPWD. NIP MAN SHAWAN NEw DELHI

6.50

129303 3.00

SQM. 467 00 5.00

CUM.

104)) 10%

33Db

EACH

20

PROFORMA FOR CALCULATION OF COST

i SS°. Descripdon I - nit Rate as on \Nei?,

1.10. 2012

in Rs.

A•0(..b

50%

NITR

BRICKS

CEMENT( OPC)

STEEL a; 8 8.c. TOR STEEL) bi 12& 16MM TOR STEEL)

AGGREGATE 20 Nal SIZE

SAND, COARSE SAND)

FLOORING ITENis

(a) MOSAIC TILES (6 1 CERAMIC TILES

KOTA STONE

d) GRANITE STONE

FAINTS '

.SYNTHETIC ENAMEL PAINT 0.13.13.

(c' PLASTIC EMULSION PAINT

PLYAND COMM. WOOD 12 mm THICK PARTICLE BOARD

(Ii) STEEL WINDOW

STANDARD Z SECTION (114) ALUMINIUM WINDOW

PIPES

(1) 15 NINI Gl. PIPE ((i) 100MNI SCI PIPES

20 MM Black Conduit

LAMPS & FANS

(i) CEILING FANS 48" 00 1.20 M FLCORSCENT

TL13E WITH FITTINGS

ELECT MACHINERY FITTECG MOTORS 7.5 HP (PUMP SET) 1500 RPM (KIRLOSKAR)

wiRES & CABLES COPPER WIRES'

1.5 SQ.MM

4.0SQMM

001\ us. 3867.00 8.00

Q . 573-.00 14.50 4

OIL 4et69.00 1950

1476.(X)

1790.00 4.00

5.00

LABOUR

RI SKILLED nSicii.LTD

_. •

1.2 Shutters

3.21 WinzicrY

3.2.2 Main Door

3.2.3 W.0 Bath room

3.2.4 Kitchen door

22 41.

SPECIFICATIONS FOR RESIDENTIAL BUILD?

Type 1.11.111 & Sen ant Qtrs. Type—IN

rollrIA an on

Pear:nt: can•3 to. ••es t,er so men e 1 \ rourciaztc ::: RC C._ isolated

_ _ _ _ Xppli^j

comb:fed omtrirmous vall footing with lean concrete

Depth upro 1.2 metres below ground level

Super strucrre. REC framed construction with :Tiler u'alls in brick: ...sork or load hearing construction

I in brick stone masonry •.virh intermediate columns where found necessary.

I Internal partition- half brick masonry in I cement mortar 14

S No. Item Type I, II, Ill & Servant Qrs.

Type Ps

3.1

Frames Window

3.1.1

Pressed steel frames made out of corrosion resistant coated sheet of 1.6 mrn thick with double rebate

T-iron.Pressed steerPre-cast 12 C.C. frames

Pressed steel frames mn. out of corrosion resistar coated sheet of I _6 mm ti with double rebate, scrat proof aluminium sheets1 propylene windows

Pressed steel frames mad out of corrosion resistan coated sheet of 1.6 nun ft with sit-121e rebate/facto]] manufactured precast RC frames. .

3.1.2

Door

I Item Ikern no.

IA I 1

I 1.3

2.2

M.S. tubular box section corrosion resistant coated shutters. Wire mesh shutters may also be provided a: the discretion of Zonal Chief Engineer

Double door. one with iron grill with wire mesh mosquito proof anti other 35 mm thick panelled shutter with hard wood style and rail with panelling of pre-laminated particle board. one side decorative other side balancing.

Solid PVC shortens 2.8 nun thick

Partly panelled and partly wire mesh with stainless steel. wire mesh. The panellin,g. with fue - lanunated particle hoard. one :ride decorative-35 mm thick panelled shuner with hard wood style and rails

M.S. tubular box section corrosion resistant coatec shutters. Wire mesh shun may also be provided at II discretion of Zonal Chief Engineer 'Scratch pt aluminium 'window. .Thutt€ to match with frame.

Same as Type Ito III.

Same as Ty-pe Ito III

Same as Type Ito 111

1 :em Type 1, 11, 111 & Servant Qrs. Type IV lype V and YI

tither doors

A .

We

I

35 mm thick panelled shutters

with hard wood style and rail with panelling of prelaminated

board, one side decorative.

Same as Type Ito I i I :t5 mm IttiLk panciied

F.i',I.J:ICTS kvith hard wood Si' IC and rai I kk I:h

paneirmg of pre Iarainared board. both

sides decorat: \ e.

I things Powder coated M.S. fittings

stainless steel fittings

Power CDated al IIMIMUM

stainless steel fittines

C;, ille as o pc l\

it- :rep hole and

tecurity chain

^Tor external

_ .00r only. Yes Yes Yes .

In item no.3 of Wood work, if any other option of local material is available, the same can also be used by the respective Chief Engineers.

External sliding door bolt and handles will be in powder coated M.S. or stainless steel. Over deck insulation with PUF Slab/Koba treatment on rooting in all type of quarters.

....tern Type 101, III & Servant Qrs. Type IV Type V and VI

sloortag 1 rOCMS,

'itchen, internal III

.rculation area

11

Mosaic flooring and skirting with

ordinary cement except in common

circulation area and staircase

Same as Type I to III Mosaic Terrazzo tile flooring

v, ith line cement. In vt

kitchen, ceramic tiles:marbles

flooring

ti ommon

rculation .

ea, staircase

. Kota stone flooring and matching

skirting. In staircase, single piece

Kota static shall be used

Same as Type Ito Ill Same as Type IV

tchen wort: P

Kota stone lidaiper green mai-bk./Granite stone

Granite stone

ilets

I

i

Mosaic Ceramic Tiles Ceramic Tiles

,irting/Dacio Ceramic glazed tiles in Indian Type

WC upto 90 cm. height and bath

room unto door jamb height.

Same as Type Ito ill Ceramic glazed tiles upto

ceiling height w un a

decorative hand &tiles.

1'Wi shing

terns! Acrylic smooth exterior finish or

washed stone grit plaster or exposed

brick work

Premium Acrylic smooth

exterior finish with additive

of silicone or washed mosaic

plaster in ordinary cement

or exposed brick work

Premium Acin. lie smooth

exterior finish with additives

or-silicone or ashed mosaic w

plaster in ordinar) cement

or exposed brick kkerk. •

gp ernal

1

I

ILL.

All walls and ceilings robe treated

with the 2 mm thick POP followed

with a coat of acrylic,' oil bound

distemper except kitchen, bath & WO

and all. ceiling, whieh. will be done with

white wash. Synthetic enamel pain;

on all wood work and steel work.

All walls & ceiling to be treated

with 2 mm thick POP follow eci

with a coat of acrylic 7 oil bound

distemper except kitchen, bath

i..: WC and all ceilings. which will

be done with whiterwash,

Synthetic enamel paint on all

wood work and steel work

All walls &it ceiling to be

treated with 2mrr. thick POP

plaster and cornices followed

with a coat of plastic

emulsion paint except kitchen.

bath and \ VC and all ceilings.

which will be done with white

wash. Synthetic enamel paint

on all wood w ork and steel

work.

YelW

Yes ; Yes Yes Yes Dado

Ceramic ?lazed tiles for 60cm. above work top and

around sunken floor

(iv) Built m cupboard with • Yes I Yes open shelves below

, Yes Yes with 2 drawer

24

SCALE OF AMENITIES FOR GENERAL POOL ACCONBI Item Item

No.

Type I True LI Type UI Type TV

kitchen (0 •,; ( nix

than-4:1 )mm wide atoms

one sval,

" Mick

s•— gbove sill lecel

laminated decoai

board.

Oil Kitchen sink Stainless Same as Same as. . Stainless steel Sn.

steel sir* i3T...e -I Type - I drain board size 5 • without drain 1040 rmri with bo board size 200 mm

610X51Orrun,

with bokVI depth 200 MITIJ

cooking platform shutters of pre-laminated particle ouenu I 0! JUTS (flICK OtIO \A

xvindow sill level of

cooking platform alone , one ,.vall

Cooking platform standing. Yes Yes i Yes i Yes

20) .

Wardrobes Built in cupboard with

R.C.C. Pre-laminated

particle board Kota stone

shelves and shutter upto , ceiling height

One in each • One in each Bed Room Bern:Zoom. 7'- 00" height : -CO7"r

height

I One in : each Bed

Room

7-00" height

, One in each Bed 1' ] upto ceilina heigf

!

Magic eye m front door i One .

One I One

,

, One

Window sill lining 18mm -thick projected with Kota stonemarble

Kota Stone f ; r Kota Stone Kota i

. 1 Stone

Kora Stone

Cunain rods with brackets i All rooms All TOCMIS , All rooms Drapery rods

(” Set of Pegs 1 i

;

In bath and

bed rooms

' In bath and; In bath. In bath. bed room

i bed rooms bed rooms: wardrobes i , i ano

wardrobes

On e PINIr

1000 litre- SOO

line for servant

yuanti

(Of servant

quartet

s IF SANITARY FITTINGS FOR 'GENERAL POOL RESIDENTIAL QUARTERS ,

Type I Epell I - 1 v if! 111 Type 11; f Type VAT

P

.n W. C. Pan , h flushing cistern

.1) .opean type W.C.

low level

king Cisterjl

• p Ler Jet with low

. European W.0

One WC Pan One Same as One same as I One saw... a Orissa pattern T>pe i Type ! I ;lyric ; With low level i . I I

FlusI i .

; I laNt- nns 1 ! Cistern I i

One v:iTh low • , 'One syphonic

P t L. nushine cistern type ,J with

matehina low

level cistern

r. ant quarle:

On: One for

basin with one F -each 4 t

•

;kitchen bath &

) C.P. Brass/

YIT bib cock

-to wer C.P. Brass/

SI 1.1 rail C.P. Brass/

wvfL

4 MIT 4 PTNIT 4 C.P. brass

Two mixer type for

hot & cold water

C.F. brass 12(1 PTMT* 11

CF brass)

Three mixer

type for hot

& cold water

One PTMT Ore PTMT One PTMT Three ( P brass

On PTMT One P1-2‘,1-T'

wi or /Bevelled edge/

frame with tio •

T glass shelf

sti rack (Nitch in .,1 Bath)

'd soap container

,-.tge tank

T with Kota stone

bath room

"piing in wash basins and grating over the floor trap shall be onb of PTMT.

Two Three

Three

26

SPECIFIC A.TIONS FOR [SEC-YWCA/ bsTALL.Arixin RESIDE

ItetnNo. I Docerintion

Pover Points I:

amperes. 6 pins

TN 1)P 1 1,1,411 n (excluding servant

quarter &

Garage)

6

2. MCB connected socket outlet for A.C.

unit :Geyser complete with wiring

4

Ceiling Fans 4 4. Exhaust Fans

5. Call bells

6. Liallifans•Call bell •5.A Plug Points

20 12 2.8

7. Fittings excluding

Tube and Starter

Type of W:rin2

EDB MCP Type

Recessed Conduit wiring

4

Concealed co

Single Phase

3 Ftlase

9. Cable TV Point

10. Telep'ione Point