Estimate of Qnty - Mlc Hostel 13.2.13

7/29/2019 Estimate of Qnty - Mlc Hostel 13.2.13

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SEN & LALL CONSULTANTS PVT. LTD.

Architects Consultants

Patna-800 0011

Sl.

No.Item No. L B H/D Qty. Unit

1.0 Earth Work

1.1 Earth Work in excavation in foundation

PC1 15 2.40 2.40 1.15 99.36 cum

PC2 29 2.40 0.645 1.15 51.63 cum

29 1.535 1.575 1.15 80.63 cum

PC3 4.00 3.40 2.40 1.15 37.54 cum

PC4 1.00 2.40 1.995 1.15 5.51 cum

1.00 1.535 1.575 1.15 2.78 cum

PC5 1.00 3.75 2.40 1.15 10.35 cum

PC6 2.00 3.75 3.10 1.15 26.74 cum

PC7 1.00 2.40 3.345 1.15 9.23 cum

1.00 1.535 1.575 1.15 2.78 cum

Basement 1.00 34.00 11.5 3.125 1221.88 cum

1548.41 cum= 1549.00 cum

1.2 Extra for every additional lift 1549.00 cum

1.2 Filling available excavated earth

Pile 197 0.785 0.2025 15.90 497.92 cum

Pile cap & Basement (1548.4337.4637.4628.4021.57221.37517.65) 684.52 cum

1182.44 cum

= 1183.00 cum

1.3 Supplying and filling in plinth with local

sand

Pile cap Foundation 326.55 0.10 28.40

Plinth 1.15

Below basement 1 29.75 7.25 0.10 21.57 cum

Below floor

1.500.075x20.100.04=1.21

Grid 710 (D to I) 1 23.725 12.64 1.21 362.86 cum

Grid 14 (D to I) 1 22.50 9.55 1.21 260.00 cum

Lounge & stair 1 10.90 7.50 1.21 98.92 cum

Atrium 1 10.90 7.50 1.21 98.92 cum

820.69 cum

= 821.00 cum

Project : Vidhayak Awasan at Patna

MLC Hostel Block

Sheet No.

Estimate of Quantities


2/27



Patna-800 001

2

Sl.


3.0 Concrete Work

3.2 Extra for providing and mixing water

proofing material 79.56 0.61 1000 970.63 No.

50 = 979.00 No..

3.1 P/L PCC (1:3:6) in foundation & plinthBelow pile cap 326.55 0.075 21.29 cum

1.15

In basement 29.75 7.25 0.075 16.18 cum

37.47 cum

+ 101.00 cum

138.47 cum

= 139.00 cum

2 Pile works

2.1 Boring providing and installation cast in

situ single under reamed pile

450 mm dia piles 197 15.90 3132.30 mtr.

= 3133.00 mtr.3x29 = 87

4x15 = 60

5x5 = 25

6x3 = 18

7x1 = 7

197 Nos.

2.2 Vertical load testing of pile upto 50 tonne 1 1 Nos.

initial test

2.3 Vertical load testing of piles

Routine test 4 4 Nos.

Providing PCC 1:3:6 under floor in G.F. 571.04 0.10 57.10 cum

Ref soling

Seenkn Area upper floor 16.00 31.19 0.45

32.00 3.50 1.50

32.00 2.55 2.40

582.29 0.075 43.67 cum

100.78

Say 101.00 cum

11.76 Providing and filling brick bat khoa 30.0 2.55 2.40 0.385 70.69 cum

= 71.00 cumPCC (1:2:4) 1.0 7.5 7.50 0.1 5.625 cum

Under portico = 6.00 cum

Sheet No.


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Patna-800 001

Sheet No. 3

Sl.


4.3 P/L RCC M20

4.3.1 All work upto PL

Pile cap 222 cum

Column up to PL 31 cum

Tie Beam 23 cum

for Basement Basement slab 65 cum 341 cum

Superstructure

4.3.2 wall , Column

Column 220+3.51 cum 224.0

wall 46+12.43 59.0 283 cum

4.3.3 Plinth Beam 69.00 cum

Foor Beam 490.00 cum

Roof slab 624.00 cum

Stair 77.00 cum

Chajja 14.00 cumLintel 12.00 cum

Band 20.00 cum

cooking slab 7.00 cum 1313 cum

1937 cum

Add RCC M25 instead of M20 1937 cum

4.0 Reinforced Cement Concrete works

Shuttering

4.1.1 Foundations & footings

Pile cap

PC1 15 4 2.25 0.90 121.50 sqm

PC2 29 7.38 - 0.90 192.62 sqm

PC3 8 5.495 - 0.90 39.56 sqm

PC4 1 10.08 - 0.90 9.07 sqm

PC5 2 5.85 - 0.90 10.53 sqm

PC6 4 6.55 - 0.90 23.58 sqm

PC7 1 12.78 - 0.90 11.50 sqm

408.37 sqm

= 408.0 sqm

Col. Upto P.L 76 1 1.50 114.0 sqm

40 0.90 3.60 129.60 sqm

Tie Beam 1 530.04 1.450 768.56 sqm

1420.16 sqm


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Patna-800 001

Sheet No. 4

Sl.


4.3 Providing & Laying ---------- RCC M20

4.3.1 All work upto PL

Pile Cap

Pc1 15 2.25 2.25 0.90 68.34 cum

Pc2 29 2.25 0.57 0.90 33.47 cum

29 1.385 1.5 0.90 54.22 cumPc3 4 3.245 2.25 0.90 26.28 cum

Pc4 1 2.25 1.92 0.90 3.89 cum

1 1.385 1.50 0.90 1.87 cum

Pc5 1 2.25 3.60 0.90 7.29 cum

Pc6 2 2.95 3.30 0.90 17.52 cum

Pc7 1 2.25 3.27 0.90 6.62 cum

1 1.385 1.50 0.90 1.87 cum

221.39 cum

= 222.00 cum

50 0.30 0.60 1.50 13.50 cum

Col. Upto Pl. 8 0.40 0.60 1.50 2.88 cumBasement 20 0.30 0.60 4.00 14.40 cum

30.78 cum

= 31.00 cum

Basement Floor slab 1 29.75 7.25 0.30 64.71 cum

Tie Beam for Basement 1 74.00 0.25 0.60 11.10 cum

A to I (8x30.30) + (5x29.75) +

4x7.25+7x7.25+2x29.75 1 456.04 0.25 0.60 68.41 cum

Outer beam at E.G.L 1 75.00 0.25 0.60 11.25 cum

RCC Alll work upto PL 90.76 cum

Pile Cap 222.0

Col. Up to Pl. 31.0

Tie Beam 87.00

Basement floor slab 65.00

405.0

4 Reinforcement cement concrete work

4.3 Providing and laying in position machine

batched mixed & machine vibrated mixed

& Machine

M-20 Concrete

4.3.15.42.1 All work upto plinth in upto + 1200 mm Lv. Ref. Page

4.3.2 All work from plinth upto floor V level

5.42.2.1 walls columns pillar poof and struls

columns G.F. 8 0.40 0.60 3.50 6.72 cum

50 0.30 0.60 3.50 31.50 cum

Ist floor 58 0.30 0.60 3.075 32.10 cum

2nd & 3rd floor 116 0.30 0.60 3.075 64.21 cum

4th floor 51 0.30 0.60 3.075 28.23 cum

Terrace floor 5 0.30 0.60 3.80 3.42 cum

1 0.30 0.30 3.80 0.34 cum


5/27


6/27



Patna-800 001

Sheet No. 6

Sl.


Quantity excluding 1.0 447.19 0.25 0.75 83.85 cum

slab thickness

1.0 13.20 0.25 0.60 1.98 cum

1.0 20.60 0.25 0.60 3.09 cum

1.0 43.50 0.45 0.60 11.75 cum

100.66 cumat 2nd flloor lv.

Add Length of 0.45 x 0.65 beam 1.0 447.19 0.25 0.75 83.85 cum

1.0 43.50 0.25 0.60 6.53 cum

Add 2.0 13.20 0.25 0.60 3.96 cum

1.0 20.60 0.25 0.60 3.09 cum

97.42 cum

3rd floor similar 97.43 cum

4th floor similar 97.43 cum

5th Terrace floor ducting similar 97.43 cum

less quantity over area of Terrace of 4th fl.

Gird E & G 2 6.775Gird F 1 3.95

Gird H 1 6.90

Gird I 1 15.075

Gird I 1 13.20

Gird II

1 x 3.50

Gird 2 1 6.45

Gird 3 & 4 2 6.90

72.975 3.50 Mtrs.

Quanty 1.0 72.975 0.25 0.60 10.95 cum

1.0 3.50 0.25 0.60 0.53 cum

76.43 mtrs 85.96 cum

Machine Room etc. 3 12.30

3 6.30

55.80 0.25 0.60 8.37 cum

OHWT Beams 2.90 cum

478.91 cum

RCC column 6.0 0.30 0.60 3.25 3.51 cum

RCC Wall 19.90 0.25 2.50 12.44 cum

Top slab 1.0 7.15 2.80 0.15 3.00 cum

Bottom 1.0 7.15 2.80 0.20 4.00 cum

RCC Beam 2.0 7.15 0.25 0.60 2.15 cum2.0 2.55 0.25 0.60 0.77 cum

R.C.C. Columns & Wall (0.81+12.43) 13.24 cum

RCC. Slab (3.00+4.00) 7.00 cum

RCC Beam (2.14+0.76) 2.90 cum

Shuttering

Column 6 x 2 (0.30+0.60) 3.25 35.10 sqm

Wall 2.0 7.15 2.50 35.75 sqm

2.0 2.80 2.50 14.00 sqm


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Patna-800 001

Sheet No. 7

Sl.


Slab 2.0 7.15 2.80 40.04 sqm

Beam 2.0 7.15 1.45 20.74 sqm

2.0 2.55 1.45 7.40 sqm

i) Column shuttering 35.10 sqm 36.00 sqmii) wall shuttering 49.75 sqm 50.00 sqm

iii) slab shuttering 40.04 sqm 40.00 sqm

iv) Beam shuttering 28.13 sqm 29.00 sqm

R / F Column 3.51 cum @ 260.00 kg/ cum 912.60 kg

wall 12.43 cum @ 80.00 kg/ cum 994.40 kg

slab 7.0 cum @ 80.00 kg/ cum 560.00 kg

Beam 2.90 cum @ 160.00 kg/ cum 464.00 kg

Extra projected Area (15.0+10.75) 1.20 0.15 4.64 sqm

slab of 1st floor Lv. 1 31.45 31.45 0.15 148.365 sqm

Less cut outStair at G.I. () 1 3.50 4.075 0.15 2.14 cum

Single flight() 1 10.05 1.75 0.15 2.64 cum

cut out () 1 10.05 1.325 0.15 2.00 cum

cut out D & F () 4 2.45 1.85 0.15 2.72 cum

Lifts () 2 1.80 1.80 0.15 0.97 cum

stair at 4/5() 1 5.10 2.80 0.15 2.14 cum

140.40

Atrium () 1 10.05 7.575 0.15 11.42 cum

128.98 cum

2nd, 3rd & 4th floor similar excluding extra prop. 3 x 124.33 cum 372.99 cum

Terrace floor Area similar to 1st floor

1 135.00 31.45 989.10

Less Area of terrace at 4th floor

Grid E/I & 1/3 1 15.60 8.10 128.36

Grid F/I & 3/6 1 7.925 8.95 70.93

Add 1 2.825 1.85 5.23

Less Atrium 1 10.05 10.35 104.02

693.02 sqm

Quantity 1 693.02 0.15 103.953 cum

Add Manualy Machine room lift etc. 2.0 2.60 2.60 0.20 2.70 cum

1.0 11.15 4.825 0.15 8.07 cumTotal slab 616.68 cum

= 617.0 cum

Lintel D1 11.0 1.40 0.25 0.65

at G.F. Only D2 1.0 1.50 0.25 0.15

D3 7.0 1.30 0.25 0.15

D4 5.0 2.30 0.25 0.15

D5 2.0 1.70 0.25 0.15

W1 5.0 2.00

W2 6.0 1.50

5.0 59.90 0.25 0.15 11.23 cum


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Patna-800 001

Sheet No. 8

Sl.


Stair single flight 1 11.0

1st , 2nd & 3rd 3 10.85

43.55 1.75 0.175 13.34 cum

Steps 23 1.75 0.15 0.152 0.92 cum

60 1.75 0.15 0.152 2.39 cum

front stair 8 4.33 1.00 0.150 5.20 cum8 1.09 1.00 0.150 1.31 cum

Steps 23 1.00 0.30 0.152 1.05 cum

60 1.00 0.30 0.152 2.74 cum

Rear Stair 2 3.12 1.15 0.15 1.08 cum

G.F. 2 2.80 1.20 0.15 1.01 cum

Steps 22 1.15 0.30 0.159 1.21 cum

1st , 2nd & 3rd floor 6 3.12 1.15 0.15 3.23 cum

6 2.80 1.20 0.15 3.02 cum

57 1.15 0.15 0.153 1.50 cum

37.99 cum

For 2 Nos. 2 x 38.03 76.16 cum

= 77.00 cumRCC slab in cooking platform 1 103.20 0.60 0.10 6.19 cum

= 7.00 cum

Chajja wather shell at G.F. D1 2 0.90 + 0.50

D5 2 1.20 + 0.50

W1 5 1.20 + 0.50

W2 6 1.00 + 0.50

25.20 0.85 0.10 2.14 cum

window sill

G.F. W 1 & W2 19.00 0.85 0.10 1.62 cum

1st , 2nd & 3rd floor

W3 12x3x2.10+0.50

W4 4x3x0.90+0.50

4th floor w3 9x1x2.10+0.50

W4 4x1x0.90+0.50

139.00 0.85 0.10 11.82 cum

15.57 cum

= 15.00 cum

Add Railing for Balcony front 4 rear 24 2.10 0.125 0.30 1.89 cum

6 2.10 0.125 0.30 0.47 cum

6 8.725 0.125 0.30 1.96 cum

1 8.725 0.125 0.30 0.33 cum

Atrium & concrete 8 17.625 0.125 0.30 5.29 cum

8 11.375 0.125 0.30 3.41 cumAtrium at Terrace 2 20.14 0.125 0.30 1.51 cum

14.86 cum

Parapet Band 4 x 31.45 x 0.25 x 0.10 3.14

Surrounded Atr. (11.25+10.90) X 0.25 X 0.10 1.11 cum

19.11 cum

= 20.00 cum

4.1 Centering and shutering including etc. for OHWT 50.00

5.14


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Patna-800 001

Sheet No. 9

Sl.


4.1.2 walls of any thickness 5 x 2 (2.60 + 0.25) 16.35 465.97 sqm

5 x 2 (2.60 + 0.25) 4.20 119.70 sqm

Basement 4.0 30.275 2.40 290.64 sqm

4.0 7.75 2.40 74.40 sqm

1000.71 sqm

4.1.3 suspended floor, Roofs Landingbalconies etc. at 1st floor Lv.

() 1.0 30.35 30.35 - 921.123 sqm

(stair ) Less cut outs

() 1.0 3.5 4.075 - 14.26 sqm

Stair single flight outs () 1.0 10.05 1.75 - 17.59 sqm

cut outs () 1.0 10.05 1.325 - 13.32 sqm

cut outs at D & F () 4.0 2.45 1.85 - 18.13 sqm

Lift () 2.0 1.80 1.8 - 6.48 sqm

Stair at 4/5 () 1.0 5.10 2.80 - 14.28 sqm

Atrium () 1.0 10.05 7.575 - 76.13 sqm

760.94 sqm

at 2nd , 3rd & 4th floor similar 3.0 756.83 2269.89 sqm

at Terrace floor 756.83 sqm

similar

Less Terrace Below () 1.0 15.00 7.38 - 110.70 sqm

() 1.0 7.40 7.50 - 55.50 sqm

590.63 sqm

Machine Room 2.0 2.10 2.10 - 8.82 sqm

1.0 11.15 4.83 - 53.80 sqm

62.62 sqm

Less area of beam bottom 3684.08 sqm

Less area of beam bottom () (447.10 +13.20+10.30) 0.25 117.67 sqm

() 1 43.50 0.45 19.58 sqm

2nd , 3rd & 4th floor () 3 514.19 0.25 385.64 sqm

Terrace floor 1 (514.19 76.43) 0.25 109.44 sqm

Machine Room etc. 1 55.80 0.25 13.95 sqm

3037.80 sqm

Basement roof slab at Gr. Floor 1 29.75 7.25 215.69 sqm

3253.49 sqm

For OHWT 40.00 sqm3293.49 sqm

5.14.5 Shuttering for Beams & Lintels

Beams 1st floor 1 447.19 1.75 - 782.58 sqm

1 13.20 1.45 - 19.14 sqm

1 20.60 1.45 - 29.87 sqm

1 43.50 1.45 - 63.08 sqm

894.67 sqm

Total all floors


10/27



Patna-800 001

Sheet No. 10

Sl.


447.19 + (43.5013.20) 1 447.19 1.75 - 782.58 sqm

1 43.50 1.45 - 63.08 sqm

2 13.20 1.45 - 38.28 sqm

1 20.60 1.45 - 29.87 sqm

913.81 sqm

3rd & 4th floor similar 2 x 913.81 1827.62 sqm

Terrace floor similar 913.81 sqm

Less

Less () 1 72.925 1.45 - 105.74 sqm

() 1 3.50 1.45 - 5.08 sqm

802.99 sqm

Add for OHWT 29.00 sqm

3 18.60 1.45 - 80.91 sqm

4549.00 sqm

Add lintels 1 40.90 0.55 - 22.50 sqm

Add tie Beam for up to Pl 768.56 sqm

5340.05 sqm

5.14.6 Shuttering for column for O.H.W.T 36.00 sqm

Pilled etc

G.F 8 x 2 (0.40+0.60) 3.50 56.00 sqm

50 x 2 (0.30+0.60) 3.50 315.00 sqm

1st , 2nd & 3rd floor 3x58x2 (0.30+0.60) 3.075 963.09 sqm

4th floor 51x2 (0.30+0.60) 3.075 282.290 sqm

Terrace floor 5 x 2 (0.30+0.60) 380.0 34.204 sqm

1 x 2 (0.30+0.30) 380.0 4.56 sqm

Add upto Pl. 250.08 sqm

1941.22 sqm

= 1942.00 sqm

5.14.7 Suttering for stair with sides

(for all floor) single flight 1 43.55 (0.175+0.75+0.175) 91.46 sqm

corners 0.5x2x (23+(3x20) 0.30 0.152 3.78 sqm

Steps 83.0 1.75 0.152 22.08 sqm

front stair 8.0 4.33 1.30 45.03 sqm

8.0 1.09 1.30 11.34 sqm

coners 2x83 .30 x .50 0.152 3.78 sqm

Steps 83 1.00 0.152 12.62 sqm

Rear stair 8.0 3.12 1.45 36.19 sqm8.0 2.80 1.50 33.60 sqm

corners 2x82 0.30x.50 0.152 3.74 sqm

Steps 82 1.15 0.152 14.33 sqm

277.95 sqm

= 278.00 sqm

5.14.20 wheather shade chajja, etc prop. From

beam bolter 1 (15.0+10.75) (1.20+0.15 34.76 sqm

Extra proj 1st floor only

Proj at 1st, 2nd , 3rd & 4th flloor 4x2 (31.45+0.15+0.15) (0.725+0.15) 222.25 sqm

4x2 (30.00 x 0.725+0.15) (0.725+0.15) 210.0 sqm


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Patna-800 001

Sheet No. 11

Sl.


Chajja at G.F.

D3 2.0 (0.90+0.20) (0.70+0.10) 1.760 sqm

D5 2.0 (1.20+0.20) (0.70+0.10) 2.240 sqm

W1 5.0 (1.50+0.20) (0.70+0.10) 6.80 sqm

W2 6.0 (1.0 + 0.20) (0.70+0.10) 5.76 sqm

Add sill 1.0 139.4 1.05 146.37 sqm629.94 sqm

= 630.00 sqm

5.14.11 Edges of slab and breaks at first floor

stair cut out /Atrium

6.0 10.05 60.30 mtrs.

2.0 (7.575+1.325) 17.80 mtrs.

Lift 8.0 1.80 14.40 mtrs.

Tlt Duct 4 x 2 (2.45 + 1.85) 34.40 mtrs.

Fire Duct 2.0 (1.80 + 0.80) 5.20 mtrs.

Fire Duct 2.0 (2.175 + 0.80) 2.98 mtrs.

Elect duct 2.0 (2.20+ 0.80) 6.00 mtrs.

2.0 (1.45+ 0.80) 4.50 mtrs.145.58 mtrs.

B.F. 145.58 mtrs.

2nd and 3rd & 4th floor similar 3x 145.58 436.74 mtrs.

Terrace floor similar 145.58

Add 1.0 7.5 7.50

1.0 9.2 9.20

162.28 mtrs.

Add machine

Lift 2 x 4 2.60 20.80 mtrs.

2.0 (11.15 + 4.828) 31.96 mtrs.

Total 797.36

= 800.0 mtrs.

Facia , fins 1 396.40 (0.30+0.125+0.30) 287.31 sqm

= 287.00 sqm

Shelves 1.0 103.20 0.60 61.92 sqm

= 62.00 sqm

R/F Steel in foundation & Plinth

In Pile 499.0 cum @ 100.00 kg / cum 49.90 MT

Pile Cap 222.0 cum @ 120.00 kg / cum 26.64 MT

Column up to pl 31.0 cum @ 260.00 kg / cum 8.06 MT

Tie beam 23.0 cum @ 180.00 kg / cum 4.14 MT

floor slab 65.0 cum @ 80.00 kg / cum 5.20 MT93.94 Mt


12/27



Patna-800 001

Sheet No. 12

Sl.


B. F 93.94 M.T.

Providing Re imforcement to RCC works Fnd

columns & walls super struct 283.00 cum @ 260.0 kg / cum 73.58 M.T.

beams P.B Roof beams 559.00 cum @ 200.0 kg / cum 111.80 M.T.

slab for basement slab for roofs 624.00 cum @ 80.0 kg / cum 49.92 M.T.

Lintels cooking slab 12.00 cum @ 140.0 kg / cum 1.68 M.T.

stair in beam from G.F. Above 7.00 cum @ 80.0 kg / cum 0.56 M.T.

77.00 cum @ 200.0 kg / cum 15.40 M.T.

Chajja & Sill 14.00 cum @ 80.0 kg / cum 1.12 M.T.

facia railing & Beam 20.00 cum @ 140.0 kg / cum 2.80 M.T.

350.80

= 317.50

= 351 M.T.

8 mm dia 55

10 mm dia 65

12 mm dia 60

16 mm dia 65

20 mm dia 50

25 mm dia 50

32 mm dia 6

5.1 Brick work in C.M (1:6) in foundation & Plinth

Basement

above RCC Outer wall 2 (7.50 + 29.975) x 0.25 x .60 11.24 cum

Ht : (1.20 0.60) = 0.60

Internal portion 1.00 7.50 0.25 3.40 6.38 cum

1.00 5.35 0.25 3.40 4.55 cum

Lift 3.00 2.10 0.25 3.40 5.36 cum

1.00 3.05 0.25 3.40 2.59 cum

gr. Floor F. gl to pl

Ht. : 1.20-0.60-0.10 = 0.50 1.00 453.95 0.25 0.50 56.74 cum

86.85 cum

= 87.0 cum

Total Brick work in foundation & plinth (87 + 627) 714.0 cum

9.1 Providing 100 A Brick flat soling .. all comp

Below foundation 326.55 283.95 sqm

1.15

Below in Basement floor 1.00 29.75 7.25 215.69 sqm

499.638 sqm

= 500.00 sqm

from item no. 8.1 flooring 671.00 sqm

Total 1171.00 sqm


13/27



Patna-800 001

Sheet No. 13

Sl.


Brick masonry in super structural

G.F. Gr. 1 1.00 24.18 0.25 3.65 22.06 cum

1.00 21.38 0.25 3.20 17.10 cum

Gr. 3 1.00 6.75 0.25 3.20 5.40 cum

Gr. 4 1.00 3.15 0.25 3.20 2.52 cum

Lift 2.00 2.10 0.25 3.50 3.68 cumGr. 5 1.00 2.15 0.25 3.20 1.72 cum

stair Gr. 6 1.00 5.95 0.25 3.20 4.76 cum

stair Gr. 7 1.00 10.16 0.25 3.20 8.13 cum

stair Gr. 8 1.00 12.03 0.25 3.20 9.62 cum

stair Gr. 10 1.00 13.15 0.25 3.20 10.52 cum

1.00 15.60 0.25 3.65 14.24 cum

Grid J 1.00 3.50 0.25 3.20 2.80 cum

1.00 3.75 0.25 3.65 3.42 cum

Grid G 1.00 3.50 0.25 3.20 2.80 cum

Grid F 1.00 1.80 0.25 3.20 1.44 cum

Grid E 1.00 6.75 0.25 3.20 5.40 cum

1.00 8.48 0.25 3.20 6.78 cumGrid D 1.00 10.25 0.25 3.20 8.20 cum

Lift 1.00 2.10 0.25 3.20 1.68 cum

Grid C 1.00 10.55 0.25 3.20 8.44 cum

Grid A 1.00 26.95 0.25 3.20 21.56 cum

1.00 26.15 0.25 3.65 23.86 cum

186.14 cum

side walls Add of Door & windows 28.00 0.35 0.25 3.65 8.94 cum

195.08 cum

Less openings D5 () 6.00 1.20 0.25 2.40 4.32 cum

W1 () 12.00 1.50 0.25 1.50 6.75 cum

W2 () 12.00 1.00 0.25 1.00 3.00 cum

Net 181.01 cum

1st floor

Grid 1 off Grid 1 & 10 2.0 31.20

on Grid 1 & 10 2.0 26.100

Grid 11

91

4 x 2 3.75

Ducts 2 x 2 1.65

Grid 3 & 8 2.0 26.10

Grid 4 1 12.125

Lift line 1 4.325

Libe 1.0 2.10

Grid 5 1 1.975

Grid 6 1 6.48

On Grid Grid A 1 19.98

Off Grid Grid A 1.0 31.10


14/27



Patna-800 001

Sheet No. 14

Sl.


Grid B 1 3.90

grid C 1 5.10 + 1.20

Lift / Duct 1 (2.10 + 1.05)

Grid D 1 14.05

Grid E 2 6.73

Grid F (2x3.90) + 1.20

Grid G 1 3.50

Grid H 1 6.30

On End - Grid I 1 18.30

Off Grid end I 1 31.10

Prog 58 0.35

Total length 265.96 145.10 m

Quantity 1.00 265.96 0.25 2.475 164.56 cum

1.00 145.10 0.25 2.975 107.92 cum

272.48 cum

Less Openings B.F 272.48 cum

D1() 8 0.9 0.25 2.40 4.32 cum

D5() 4 1.20 0.25 2.40 2.88 cum

D4() 2 1.80 0.25 2.40 2.16 cum

W3() 24 2.10 0.25 2.10 26.46 cum

W4() 8 0.90 0.25 0.90 1.62 cum

Balcony() 1+1 (7.82+6.60) 0.25 2.10 7.57 cum

Net 227.47 cum

2nd and 3rd floor similar 2 227.96 455.92 cum

4th floor

similar Less (Terrace area) 227.47 cum

Grid -1 .1/2 31.22

.1/2 26.10

Grid -11 2 3.75Grid 4 .1/2 12.10

Grid F 1.0 3.90

Grid H 1.0 6.30

on Grid I .1/2 18.30

of Grid I 1.0 17.30

45.95 32.31

() 1 45.95 0.25 2.48 28.43 cum

() 1 31.31 0.25 (2.9751.40) 12.33 cum

186.71 cum


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Sheet No. 15

Sl.


B.F 52.20 cum

Add D 2 0.90 0.25 2.40 1.08 cum

W3 6 2.10 0.25 2.10 6.62 cum

W4 2 0.90 0.25 0.90 0.41 cum

Bal 1 2.20 0.25 2.10 1.16 cum

61.46 cumAdd for high

per carpet Ref elevation 1.0 (15.61+7.30) 0.25x3.075 25.30 cum

86.76 cum

Parapet at Terrace for and of maching Rcc 2x(31.20+31.10) x 0.25 x 1.65 51.40 cum

Machine Room 2x (9.60+5.80) 0.25 x 3.80 28.50 cum

Add duct 4x2 (2.70+2.10) 0.25 x 1.20 11.52 cum

91.42 cum

Total All Floor 170.12 + (3x92.96) + 86.94 + 91.42 627.36 cum

say 627.00 cum

6.18A Half brick masonary with brick of class

designation class 100 in foundation and

plinth Refer foundationwork page

6.19 A Extra for Half brick masonry in super

structure above plinth upto floor V level

G.F Grid 1.0 10.71

Tlt 1.0 2.40

Grid 3 1.0 6.55

Stair V 41 1.0 1.00 4.13

Stair lobby on supplying / stair 2.0 2.925

Duct 2.0 1.60

Kit 1.0 1.50

Grid B Plth 1.0 1.80

sloves etc 1.0 9.30

Store / Manage 1.0 6.97

Corridor 1.0 1.80

Duct 2x4 2.45

Gents plth 1.0 7.25

Dvos 2.0 1.00

small walls

in stair lobby 1.0 (2.50+1.90)2586 63.61

Quantity 1.0 23.86 2.90 60.19 sqm

1.0 63.61 3.35 213.09 sqm

Low hight walls for GL 1.0 (17.0+15.525) 0.30 9.76 sqm

292.14 sqm

Less opening D1 () 4.0 0.90 2.40 8.64 sqm

D() 2.0 1.00 2.40 4.80 sqm

D3() 8.0 0.80 2.40 15.36 sqm

263.34 sqm


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Patna-800 001

Sheet No. 16

Sl.


Gr. Floor

Grid 21

Grid 81

Plth 8.0 2.825 2.625 59.325 sqm

Kit 8.0 2.825 2.925 66.105 sqm

Security Toilet 1.0 3.175 2.925 9.287 sqm

Security 1.0 5.625 2.475 13.922 sqmDucts in Lobby 2.0 2.80 2.925 16.380 sqm

Atrium , stair, Duct 5.0 10.175 0.30 15.26 sqm

2.0 8.90 0.30 5.34 sqm

Bed rooms Horiz 8.0 6.85 2.475 135.63 sqm

Duct 8.0 2.575 2.475 50.99 sqm

Tlt Proj 8.0 1.00 2.475 19.80 sqm

Dss effors Lobby 2.0 2.975 2.475 14.73 sqm

406.76 sqm

Less Doors etc.

D1() 9.0 0.90 2.40 19.44 sqm

D3() 9.0 0.80 2.40 17.28 sqm

D4() 8.0 1.80 2.40 34.56 sqmW4() 16.0 0.90 0.90 12.96 sqm

322.52 sqm

Net 2 x 328.76 sqm

2nd & 3rd floor similar

4th floor similar 328.76 sqm

Less () 2.0 2.825 2.625 14.83 sqm

2.0 2.825 2.925 16.53 sqm

2.0 6.85 2.475 33.91 sqm

2.0 1.00 2.475 4.95 sqm

258.55 sqm

B.F. 258.54 cum

Add 2.0 0.90 2.40 4.32 sqm

2.0 0.80 2.40 3.84 sqm

2.0 1.80 2.40 8.64 sqm

4.0 0.90 0.90 3.24 sqm

278.58 sqm

Tolet for all floor 263.14 +( 3x328.76) + 278.58 1528.00 sqm


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Patna-800 001

Sheet No. 17

Sl.


Doors & Window Basement G.F.

type floor

Ist, 2nd,

3rd

4th floor

& Terrace Total

9.24.2 D1 4.00 3x17 1x13 68.00 Nos.

9.25.2 D18 1.0 8.00 9.00 Nos.D1b 2.00 2.00 Nos.

9.25.2 D2 2.00 2.00 Nos.

9.25.2 D3 3x10 1x8 34.00 Nos.

D3a 1.0 3.00 4.00 Nos.

D4a 1.00 1.00 Nos.

D4b 3x2 2 8.00 Nos.

D5 1.0 4.00 3x2 2 13.00 cess

D6 3x8 1x6 30.00 Nos.

D7 3x11 1x7 40.00 Nos.

D8 3x2 1x2 8.00 Nos.

Dw1 1.00 3x1 4.00 Nos.

W1a 3.00 3.00

W1b 2.00 5.00

W2 6.00 6.00

W3a 3x4 1x3 15.00

W3b 3x4 1x3 15.00

w4 3x4 1x4 16.00

W5 a 3x2 1x1 7.00

W5b 3x2 1x1 7.00

Wb 3x17 1x13 64.00

9.24 Flush doors shutter decorative type

9.24.2 35 mm thick

D1 68 0.83 2.065 116.549 sqm

D8 8 1.465 2.065 24.20 sqm140.75 sqm

= 141.00 sqm

9.25 25 mm thick flush door D1a 9 0.83 2.065 15.43 sqm

9.25.2 non decorative

D2 2 0.83 2.065 3.43 sqm

D3 4 0.73 2.065 6.03 sqm

D3a 38 0.73 2.065 57.28 sqm

82.17 sqm

Say 82.00 sqm

5.26 Extra for providing and fixing flush door

with teak veneerin one sliding5.26.1

D3 4 0.73 2.065 6.03 sqm

Say 6.00 sqm

DSR Extra for Lamination

D1a 18 0.83 2.065 30.85 sqm

D2 4 0.83 2.065 6.86 sqm

D3 4 1.465 2.065 12.10 sqm

D3a 76 0.73 2.065 114.57 sqm

164.37 sqm

say 164.00 sqm


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Patna-800 001

Sheet No. 18

Sl.


DSR Fire retarduct door

D5 13 1.135 2.295 33.86 sqm

say 34.00 sqm

9.1 Providing wood work intrens of door wind

2nd class teak wood

9.1.3for DW1

Ver 4x4 2.40

Hor 4x2 6.65

Ver 4x2 2.10

bolt Hor 4x2 2.625

129.40

Quantity 1.0 129.40 0.15 0.075 1.46 cum

9.6 Providing and fixing glazed shutter for

door

9.6.3.4 35 mm thick 2nd class teak wood D4 1.0 1.73 2.065 3.57 sqm

for DW1 4.0 1.73 2.065 14.29 sqm

17.86

say 19.00 sqm

9.35 Extra for providing vision panel

9.35.1 Rectangular providing vision panel 2.0 0.80 2.065 3.30 sqm

In D2

9.61 Providing and fixing wooden moulded

beading

9.61.1.1 Teak wood 50x12 mm

D1 D1a 77.0 (2x2.40)+ 0.90 438.90 Mtrs.

D2 4.0 (2x2.40)+ 0.90 22.80 Mtrs.

D3 + D3a 38 (2x2.40)+ 0.80 212.80 Mtrs.

674.50 Mtrs.

B.F 674.50 Mtrs.

D4a 1.0 (2x2.40)+ 1.80 6.60 Mtrs.

D5 13.0 (2x2.40)+ 1.20 78.10 Mtrs.

D8 8.0 (3x2.40)+ 1.50 50.40 Mtrs.

Dw1 4.0 (2x2.40)+ 6.65 45.80 Mtrs.

for Glazing (2x6.65)+ (8x0.23)+ (8x2.10) 51.38 Mtrs.

.+(8x2.43)

906.78 Mtrs.Say 907.0 mtrs.

9.34 Extra for providing lipping with 2nd edges

of shutters

140.75 + 82.17 222.92 sqm

Say 223.00 sqm


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Patna-800 001

Sheet No. 19

Sl.


9.218 Providing and fixing Al sliding door bolts

300x16 mm

D1a 9

D2 2

D3a 4

D1 68

D4a 1D5 13

D8 8

105 Nos.

250 x 16 m

D3 34 Nos.

9.219 Providing and fixing Alm Tower bolts

300x10mm 151 Nos. 151 Nos.

150x 10mm 2x151 Nos. 302 Nos.

9.22 Providing and fixing Alm Handle

9.222.1 125mm 151x2 302 sqm

9.139 Providing and fixing bright finished brass

mostice lock

in D why 68 Nos.

9.73 A Providing and fixing 18 mm thick 150 mm

wood

D1 68 1.50

D7 40 2.70

W1a 3 2.10

W1b 2 2.10

W2 6 2.70

W3a 15 2.70

W3b 15 1.50

W4 16 2.70

W5 0/b 14 7.25

Glazing GL2 7 10.68

GL3 1 16.80

GL4 1 16.80

451.13 0.15 67.67 sqm

say 68.00 sqm

9.74 B Providing and fixing teak wood leping for

palmet

25x3m 451.00 451

DSR Providing and fixing Alm / UPVC Doors

window/ glazingD1b 2.0 1.50 2.40 7.20 sqm

D4b 8.0 1.80 2.40 34.56 sqm

Db 30.0 1.50 2.40 108.00 sqm

D7 40.0 2.10 2.40 201.60 sqm

W1a/b 5.0 1.50 1.50 11.25 sqm

W2 6.0 1.00 1.00 6.00 sqm

w3 a/b 30.0 2.10 2.10 132.30 sqm

W4 16.0 0.90 0.90 12.96 sqm

W5 a/b 14.0 2.10 2.10 61.74 sqm

wb 64.0 0.60 1.20 46.08 sqm

621.69 sqm

say 618.00 sqm


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Patna-800 001

Sheet No. 20

Sl.


24.3 Providing and fixing glazing

24.3.2 with glass pan of 5.50 mm Doors & window 618.00 sqm

Fixed glazing 124.95 sqm

Doors high 30.00 sqm

Glazing in DW 49.00 sqm821.95 sqm

say 822.00 sqm

UPVC / Alm

Providing and fixing fixed glazing

Gl - 2 1.0 6.65 2.825 18.79 sqm

Gl - 3 1.0 10.75 2.825 30.37 sqm

Gl -4 1.0 16.20 2.825 45.77 sqm

Gl - 5a 1.0 3.47 2.40 8.33 sqm

Gl-b 1.0 4.375 2.10 9.19 sqm

Gl-7 1.0 5.95 2.10 12.50 sqm

124.93 sqm

Steel works

9.4 Steel work in built up tubular truken

M.S stair at terrace Approx wt 900.00 kg

10.15 Providing and fixing press steel door fram

D1 68.0 (2x2.40)+ (3x0.90) 510.00 Mtr.

D1a 9.0 (2x2.40)+ (3x0.90) 67.50 Mtr.

D2 2.0 (2x2.40)+ (3x0.90) 15.00 Mtr.

D3 34.0 (2x2.40)+ (3x0.80) 244.80 Mtr.

D3a 4.0 (2x2.40)+ (3x0.80) 28.80 Mtr.

D4a 1.0 (2x2.40)+ (3x1.80) 10.20 Mtr.

D8 8.0 (2x2.40)+ (3x1.50) 74.40 Mtr.

691.20 950.70 Mtr.

Say 951.00 Mtr.

10.21 Providing and fixing circular CI ceiling fan

box

G.F 24 Nos.

Basement 10 Nos.

Ver, 2nd , brd floor 3x38 Nos.

4th floor 1x 30 Nos.Machine 2.0 Nos.

180 Nos.

10.32 Steel work welded in built up see in railing

balcony Atrium (Length similar to cond railing )

1.0 396.40 0.900 356.76 sqm

= 356.00 sqm


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Patna-800 001

Sheet No. 21

Sl.


B.F. 356.76 sqm

B.F. 396.40

for stair railing

Rear stair 5 8.16 1.20 48.96 sqm

froml stair 4 8.16 1.20 39.17 sqm

singh flight 8 8.68 1.20 83.33 sqm

839.28 mtrs. 528.216 sqm

. @27 kg/sqm 14261.94 kg

Add for M.S. stair at terrace roof Approx 200.00

14461.94

= 14500.00

Grill for window

w1a 3.0 1.50 1.50 6.75 sqm

w1b 2.0 1.50 1.50 4.50 sqm

w2 6.0 1.00 1.00 6.00 sqm

w3a 15.0 2.10 2.10 66.15 sqm

w3b 15.0 2.10 2.10 66.15 sqm

w4 16.0 0.90 0.90 12.96 sqmw5a 7.0 2.10 2.10 30.87 sqm

w5b 7.0 2.10 2.10 30.87 sqm

wb 54.0 0.60 1.20 38.88 sqm

263.13 sqm

. @15 kg/sqm 3841.95 sqm

= 3842.00 sqm

Structural steel 1.0 23.18 . @10.8 kg/sqm 250.34

2.0 3.0 . @4.5 kg/sqm 27.00

277.34x3 832kg

2x4 12.40 . @91.2 kg/sqm 675.00

1507

10.33 Providing and fixing hand rail

M.S. tube 40 mm per length ref

10.32 . @3.61 kg/sqm 1946.80

Say 1947.0 kg

Flooring Below Pile cap 326.95 283.95 sqm

1.15

In Beams 29.75 7.25 215.688 sqm

11.72 Providing dea main 100A flat bridge

solings of E/I and direction 1.0 29.75 22.25 661.94 sqm

1.0 3.50 2.60 9.10 sqm

1170.68 sqm

11.29

Pre cast terrazo tiles 22 mm thick with

marble chips = 1171.0 Nos.

11.29.1

bed of cement mortar 1:4 light shade

noing white wash

G.F. Administ 1.0 8.075 4.625 37.35 sqm

Ist floor, seing 1.0 5.62 4.30 24.17 sqm

Bal 1.0 7.60 2.35 17.86 sqm

2nd , 3rd & 4th floor

similar as marked 3.0 (24.21+17.86) sqm 126.21 sqm

205.58 sqm

say 206 sqm


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Patna-800 001

Sheet No. 22

Sl.


11.31 Precast terrazo tiles 22mm thick with

marble chips hubbing and polishing

complete

11.31.1 Light shade and white

G.F. 2 (8.075+4.625) 0.125 3.18 sqmIst floor 2 (5.63+4.30) 0.125 2.48 sqm

2 (7.60+2.35) 0.125 2.49 sqm

2nd , 3rd & 4th floor

similar as marked 3 (2.48+2.49) 14.91 sqm

23.06 sqm

say 23.00 sqm

P/L Granite in wall Lift Lobby 10 2.50 3.0 75.00 sqm

2 2.50 4.0 20.00 sqm

95.00 sqm

P/L Granite in Kitchen slab 1 19.20 0.75 14.40 sqm

8 2.80 0.75 16.80 sqm8 2.80 0.75 16.80 sqm

8 2.80 0.75 16.80 sqm

6 2.80 0.75 12.60 sqm

77.40 sqm

= 78.00 sqm

Extra for edge moulding 1 103.20 103.20 m

= 104.00 m

8.12.1 Providing and laying vitrified floor tiles

figment etc. complete (8x3)+6 5.50 3.50 577.50 sqm

All floor living in flooring & bed (8x3)+6 4.50 3.62 488.70 sqm

1066.20 sqm

in skirting (8x3) + 6) x2 (5.50+3.50) 0.125 67.50 sqm

(8x3) + 6) x2 (4.50+3.62) 0.125 60.90 sqm

128.40 sqm

= 129.00 sqm

11.40 Providing and laying ceramic glazed floor

tiles 400x 400 maching pigment etc.

complete

was skid type

G.F Main Tlt 1.0 7.25 3.50 25.38 sqm

1.0 7.25 2.675 19.39 sqm

shift toilet 1.0 2.925 2.575 7.53 sqm

1.0 1.90 1.80 3.42 sqm

Ist , 2nd & 3rd floor 24.0 2.80 1.00 67.20 sqm

24.0 2.10 0.50 25.20 sqm

Security 3.0 2.30 1.35 9.32 sqm

4th floor 6.0 2.80 1.00 16.80 sqm

6.0 2.10 0.50 6.30 sqm

1.0 2.30 1.35 3.11 sqm

183.64 sqm

= 184.00 sqm


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Patna-800 001

Sheet No. 23

Sl.


8.6 Ceramic glazed tiles in walls

GF Kitchen

2(11.7+7.5) =38.40 1.0 38.40 1.50 57.60 sqm

above coking platform 1.0 19.20 0.75 14.40 sqm

Ist floor

2(1.5+2.80)=8.6 8.0 8.6 1.50 103.20 sqm

8.0 2.8 0.75 16.80 sqm

2nd floor

8.0 8.6 1.50 103.20 sqm

8.0 2.8 0.75 16.80 sqm

3rd floor

8.0 8.6 1.50 103.20 sqm

8.0 2.8 0.75 16.80 sqm

4th floor

6.0 8.6 1.50 77.40 sqm

6.0 2.8 0.75 12.60 sqm

522.00 sqm

11.36 Providing and fixing Ist quality ceramic

glazed wall tiles in skirting

G.F 2 (7.25+3.50) 2.10 45.15 sqm

WC 4x2 (1.50+1.12) 2.10 44.02 sqm

2 (7.25+2.675) 2.10 41.69 sqm

2x2 (1.12+1.28) 2.10 20.16 sqm

2 (2.925+2.575) 2.10 23.10 sqm

2 (1.12+1.28) 2.10 10.08 sqm

2 (1.90+1.80) 2.10 15.54 sqm

2 (1.80+0.90) 2.10 11.34 sqm

Ist, 2nd, 3rd & 4th floor 30x2 (2.80+1.50) 2.10 541.80 sqm

Security 4x2 (2.30+1.35) 2.10 57.96 sqm

810.84 sqm

1332.84 sqm

= 1334.00 sqm

11.42 Marble stone flooring with 18 mm thick

marble stone Ent reception Launge corridor &

11.42.7.2 Rajnagar plain white marble 18 mm 1.0 17.15 7.50 128.63 sqm

0.20 to 0.50 sqm 1.0 4.50 2.50 11.25 sqm

1.0 7.50 2.75 20.63 sqm

1.0 15.00 15.00 225.00 sqm

385.50

Ist floor corridor 2.0 30.75 1.925 118.39 sqm

1.0 12.95 4.455 57.69 sqm

1.0 6.90 5.75 39.68 sqm

1.0 7.15 2.35 16.80 sqm

232.56


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Patna-800 001

Sheet No. 24

Sl.


2nd and 3rd floor similar

2 232.95 465.90

4th floor similar to Ist floor 216.15 sqm

Lessmarked () 56.48 sqmLess 1.0 7.50 1.925 14.44 sqm

145.23 sqm

Total 485.51 + 232.95+465.90+145.23 1329.59 sqm

Say co. 1330 sqm

Also see on page

G.F

11.41 A Pile work in skirting risers of step shade

comp. 1 17.15 + (4x7.50)

2 (15.0+15.0+2.75)

11.41A.1 Marble tiles polished regular 8 mm thick 112.65 x 0.125 14.08 sqm

B.F. 14.08 sqm

Ist floor

coridor 2x2 30.75

2x2 12.95

Launge 2 (6.90+5.75)

coridor / Ver 2 7.15

214.40 0.125 26.80 sqm

2nd and 3rd floor similar

4th floor 2x26.80 56.60 sqm

2 30.75

2 23.25

2 12.95

133.90 0.125 16.74 sqm

Total 111.22 sqm

Add skirting in dining Hall

Black marble (Border) marble 2 (16.0+10.65+2.70) 0.30 17.61 sqm

Total 128.83 sqm

G.F. Dining hall flooring with udaipur green 1 8.70 7.25 63.08 sqm

1 10.75 8.70 93.53 sqm

156.60 sqm= 157.00 sqm


25/27



Patna-800 001

Sheet No. 25

Sl.


11.48 Kota stone flooring svs 20 mm ( average)

thick base of

25 mm thick

Basement 1 9.30 7.25 67.43 sqm

1 20.20 7.25 146.45 sqm

for stair treads & lendy 1 5.10 2.85 14.54 sqmTotal basement 228.41 sqm

G.F. kitchen / slaft 1 14.75 7.25 106.94 sqm

Ent. Stores , stair , passage 1 15.00 7.25 108.75 sqm

Less lift () 2 2.30 2.05 9.43 sqm

cut off () 1 3.50 2.80 9.80 sqm

Add staff Dining 1 8.20 7.575 62.12 sqm

Less plt () 1 2.925 2.70 7.90 sqm

Front stair Hall / Lobby 1 7.375 3.50 25.81 sqm

stair treads / 1 4.20 3.50 14.70 sqm

Less cut off () 1 1.80 1.10 1.98 sqm

Single flght treads & longs 1 10.75 1.75 18.81 sqmTotal G.F. 308.02 sqm

Ist floor

stair treads & 1 5.10 2.30 11.73 sqm

Less () 1 2.70 0.30 0.81 sqm

Staft Lobby / linem 1 5.10 4.45 22.70 sqm

Less lift () 1 2.30 2.05 4.72 sqm

28.90 sqm

B.F. 28.90 sqm

Front stair / Lobby Treads 1 7.00 3.50 24.50 sqm

Less () 1 1.80 1.00 1.80 sqm

Treads / long single flight 1 10.75 1.75 18.81 sqm

Kitchen 8 2.80 1.50 33.60 sqm

Bal / Verandah 8 3.625 2.35 68.15 sqm

172.16 sqm

2nd , 3rd floor similar 2 x 172.16 344.32 sqm

4th floor similar as marked in Ist floor 17.98 sqm

Add kitchen 6 2.80 1.50 25.20 sqm

bed / Verandah 6 3.625 2.35 51.11 sqm

Terrace at 4th floor 1 17.05 7.725 131.71 sqm

1 7.625 7.98 60.85 sqm

286.85 sqmTerrace floor 1 30.76 30.760 946.18 sqm

Less Terrace at 4th floor as marked () 192.56 sqm

Less Atrium () 1 11.15 11.150 124.32 sqm

Less machine room etc. () 4.55 4.732 21.53 sqm

() 1 4.75 3.10 14.73 sqm

593.04 sqm

Total kota 308+172+343+287+600 1710.00 sqm


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Patna-800 001

Sheet No. 26

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sheet 47


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Patna-800 001

Documents

Estimate of Qnty - Mlc Hostel 13.2.13