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Project : CGPL Township Mundra

Subject : RA -01/Dec'2009

Work Order No. : 6300000653RA Bill No. : 4th

Date: 01/02/2010 To 28/02/2010

Sr.No. Item No. Description Total

Qty. PageNo.

Qty. PageNo.

Qty. PageNo.

1 1.01Earth work in excavation in all kind of soil by

mechanical means / manual means in

a)Depth up to 2.0 m

up to previous bill 6592.38 1060.82 1194.08 8847.28

164.98 143 157.08 82 21.43 68

86.89 142 130.45 81 67.92 66

19.88 141

Total 6864.13 1348.35 1283.43 9495.91

b)Depth 2.0 m to 4.0 m


92.88 82

Total 0.00 803.04 0.00 803.04

2 1.09

Filling with available cohesive non swelling

(CNS) selected excavated earth (excluding

rock and black cotton soil), in plinth and sides

of foundations, in layers not exceeding 15 cm.

in depth, including


Total 0.00 0.00 0.00 0.00

3 1.10

Filling, in foundations, plinths and other areas

as directed with murrum or selected cohesive

non swelling soil obtained from outside

(Contractor's earth) in layers of 15


151.47 137 2497.81 79 99.83 65

106.12 135

645.91 134

Total 1186.19 4297.65 320.31 5804.15

4 1.11.a

Filling, in foundation and plinth (under floors),

with good quality coarse river sand , obtained

from outside, including watering,


36.44 133 27.39 64

Total 111.92 0.00 121.22 233.14

5 1.14Disposing of the surplus excavated earth

and/or debris etc.

a)Beyond initial lead of 100m to 1km.


2048.16 77

Total 3103.62 3860.72 578.36 7542.70

JMC Projects (India) Ltd.

JMC Projects(India) Ltd.

Package - 2 Package - 3 Package - 6

Authorised sign

JMC Projects

Authorised sign

CGPL




Date: 01/02/2010 To 28/02/2010


Qty.Page

No.Qty.

Page

No.Qty.

Page

No.



6 1.18Clearing of the site and roughly dressing the

same using mechanically operated devices,

a) Beyond initial lead of 100m up to 500m


Total 35928.84 513.40 2536.69 38978.93

7 1.19 Relocation of trees as per directed by EIC.


21.00 76

Total 0.00 21.00 0.00 21.00

8 2.01 Providing and laying Cement Concrete

c) PCC 1:4:8


8.27 131 11.37 82 7.98 61

67.80 128 68.60 75 20.56 60

1.55 127 2.00 59

Total 551.03 154.76 215.01 920.80

9 2.12.1Providing and laying in position concrete of

M30 grade


9.77 126 144.78 73 31.65 58

3.51 125 9.86 57

274.67 120 32.12 56

10.99 119 71.83 54

57.05 117

57.69 116

62.16 115

Total 2138.94 144.78 525.45 2809.17

10 3.01aProviding ordinary formwork with shuttering

plywood/ steel


46.40 114 312.23 72 87.37 53

2484.04 106 106.17 52

90.70 104 110.40 51

176.14 102 561.21 50

483.15 101

476.64 99

Total 12220.01 312.23 2813.99 15346.23

12 4.05 d1P & L RCC NP-2 pipes of 230 mm internal

diameter at a depth up to 1.5 m


366.00 98

Total 366.00 0.00 0.00 366.00

11 4.09

Providing and laying Solid cement concrete

block masonry in cement mortar 1:5 (1 part

cement and 5 part of sand) using factory

made/precast (made out

a)For 300 mm thick wall

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JMC Projects

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Date: 01/02/2010 To 28/02/2010


Qty.Page

No.Qty.

Page

No.Qty.

Page

No.




175.8596

51.81489.93 92 65.40 46

Total 463.52 50.09 220.32 733.93

b)For 200 mm thick wall


1272.44 93 64.94 48

45.89 46

Total 1988.32 0.00 319.75 2308.07

c)For 100 mm thick wall


Total 12.99 0.00 0.00 12.99

12 7.01c

Providing and laying average 6 mm thick

single coat mala finish plaster in CM 1:4, on

RCC surfaces viz. ceilings and stair soffits etc.

at all floors, all shapes


35.04 91

Total 166.90 0.00 0.00 166.90

13 7.02b.1

rov ng an ay ng average mm c



308.83 89

Total 308.83 0.00 0.00 308.83

14 7.04.a

- .

Sand face cement plaster on walls upto any


229.83 87

Total 229.83 0.00 0.00 229.83

15 8.09.b

.

cement concrete flooring for IPS in 1:2:4 (1


90.98 86

149.64 85

Total 240.62 0.00 0.00 240.62

16 9.08.a

rov ng an ayng average mm c

hand dressed/machine cut green polished


88.59 84Total 88.59 0.00 0.00 88.59

17 13.01

.

Water stop in proper alignment and level at


103.15 72

Total 0.00 103.15 0.00 103.15

18 15.01

,

and camber, for making a base for road work,


2817.71 70

Total 0.00 4630.27 0.00 4630.27

Authorised sign

JMC Projects

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CGPL




Date: 01/02/2010 To 28/02/2010


Qty.Page

No.Qty.

Page

No.Qty.

Page

No.



19 15.05

, .

thick, in a compact manner, in plinth and for


1840.92

Total 0.00 1840.92 0.00 1840.92

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JMC Projects

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CGPL



Project : CGPL Township Mundra

Subject : RA -01/Dec'2009


Date: 01/02/2010 To 28/02/2010


Qty. PageNo.

Qty. PageNo.

Qty. PageNo.

1 1.01Earth work in excavation in all kind of soil by

mechanical means / manual means in

a)Depth up to 2.0 m


164.98 143 157.08 82 21.43 68

86.89 142 130.45 81 67.92 66

19.88 141

Total 6864.13 1348.35 1283.43 9495.91

b)Depth 2.0 m to 4.0 m


92.88 82

Total 0.00 803.04 0.00 803.04

2 1.09

Filling with available cohesive non swelling

(CNS) selected excavated earth (excluding

rock and black cotton soil), in plinth and sides

of foundations, in layers not exceeding 15 cm.

in depth, including


Total 0.00 0.00 0.00 0.00

3 1.10

Filling, in foundations, plinths and other areas

as directed with murrum or selected cohesive

non swelling soil obtained from outside

(Contractor's earth) in layers of 15


151.47 137 2497.81 79 99.83 65

106.12 135

645.91 134

Total 1186.19 4297.65 320.31 5804.15

4 1.11.a

Filling, in foundation and plinth (under floors),

with good quality coarse river sand , obtained

from outside, including watering,


36.44 133 27.39 64

Total 111.92 0.00 121.22 233.14

5 1.14Disposing of the surplus excavated earth

and/or debris etc.



2048.16 77

Total 3103.62 3860.72 578.36 7542.70

JMC Projects (India) Ltd.



Authorised sign

JMC Projects

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CGPL




Date: 01/02/2010 To 28/02/2010


Qty.Page

No.Qty.

Page

No.Qty.

Page

No.



6 1.18Clearing of the site and roughly dressing the

same using mechanically operated devices,

a) Beyond initial lead of 100m up to 500m


Total 35928.84 513.40 2536.69 38978.93

7 1.19 Relocation of trees as per directed by EIC.


50.00 76

Total 0.00 50.00 0.00 50.00

8 2.01 Providing and laying Cement Concrete

c) PCC 1:4:8


8.27 131 11.37 82 7.98 61

80.62 128 68.60 75 20.56 60

1.55 127 2.00 59

Total 563.85 154.76 215.01 933.62

9 2.12.1Providing and laying in position concrete of

M30 grade


9.77 126 144.78 73 31.65 58

3.51 125 9.86 57

274.67 120 32.12 56

10.99 119 71.83 54

57.05 117

57.69 116

62.16 115

Total 2138.94 144.78 525.45 2809.17

10 3.01aProviding ordinary formwork with shuttering

plywood/ steel


46.40 114 312.23 72 87.37 53

2484.04 106 106.17 52

90.70 104 110.40 51

176.14 102 561.21 50

483.15 101

476.64 99

Total 12220.01 312.23 2813.99 15346.23

12 4.05 d1P & L RCC NP-2 pipes of 230 mm internal

diameter at a depth up to 1.5 m


366.00 98

Total 366.00 0.00 0.00 366.00

11 4.09

Providing and laying Solid cement concrete

block masonry in cement mortar 1:5 (1 part

cement and 5 part of sand) using factory

made/precast (made out


Authorised sign

JMC Projects

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CGPL




Date: 01/02/2010 To 28/02/2010


Qty.Page

No.Qty.

Page

No.Qty.

Page

No.




175.8596

51.81489.93 92 65.40 46

Total 463.52 50.09 220.32 733.93



1272.44 93 64.94 48

45.89 46

Total 1988.32 0.00 319.75 2308.07

c)For 100 mm thick wall


Total 12.99 0.00 0.00 12.99

12 7.01c

Providing and laying average 6 mm thick


RCC surfaces viz. ceilings and stair soffits etc.

at all floors, all shapes


35.04 91

Total 166.90 0.00 0.00 166.90

13 7.02b.1

rov ng an ay ng average mm c



304.21 89

Total 304.21 0.00 0.00 304.21

14 7.04.a

- .

Sand face cement plaster on walls upto any


222.47 87

Total 222.47 0.00 0.00 222.47

15 8.09.b

.

cement concrete flooring for IPS in 1:2:4 (1


90.98 86

149.64 85

Total 240.62 0.00 0.00 240.62

16 9.08.a

rov ng an ayng average mm c

hand dressed/machine cut green polished


88.59 84Total 88.59 0.00 0.00 88.59

17 13.01

.

Water stop in proper alignment and level at


103.15 72

Total 0.00 103.15 0.00 103.15

18 15.01

,

and camber, for making a base for road work,


2817.71 70

Total 0.00 4630.27 0.00 4630.27

Authorised sign

JMC Projects

Authorised sign

CGPL




Date: 01/02/2010 To 28/02/2010


Qty.Page

No.Qty.

Page

No.Qty.

Page

No.



19 15.05

, .

thick, in a compact manner, in plinth and for


1840.92

Total 0.00 1840.92 0.00 1840.92

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JMC Projects

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CGPL



JMC PROJECTS (INDIA) LIMITED

CGP1, MUNDRA

Up to March.-10

SR. NO. DESCRIPTION UNITRECEIVED

QTY

CONSUME

QTY UP TO

DATE

Balance Qty

1 8 MM DIA MT 408.145 #REF! #REF!

2 10 MM DIA MT 125.78 #REF! #REF!

3 12 MM DIA MT 52.29 #REF! #REF!

4 16 MM DIA MT 236.013 #REF! #REF!

5 20 MM DIA MT 238.205 #REF! #REF!

6 25 MM DIA MT 360.52 #REF! #REF!


Total Qty MT 1441.463 #REF! #REF!

REINFORCEMENT RECONCILIATION

RA BILL-4th

Project : CGP1



JMC PROJECTS (INDIA) LIMITED

CGP1,Mundra

Up to March.-10

SR. NO. DESCRIPTION UNITCONSUME QTY UP

PREVIOUS BILL

This Bill

ConsumptionUp to dateQty


2 10 MM DIA MT 19.861 #REF! #REF!


4 16 MM DIA MT 33.316 #REF! #REF!

5 20 MM DIA MT 58.529 #REF! #REF!

6 25 MM DIA MT 81.738 #REF! #REF!


Total Qty MT 267.822 #REF! #REF!

REINFORCEMENT CONSUMPTION STATEMENT

RA BILL-4th

Project : CGP1



4

Period

Date of Submission

Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007

Guest house buildingItem

NoDescription of Item Unit No. Length Breadth Depth Quantity

1.01 Earth work in excavation in all kind of soil by

mechanical means / manual means in foundation

trenches, drains, etc. including clearing the site,etc…

a)Depth up to 2.0 m cum 97.00

Exacvation for PCC below Plinth Beam

0.00

1.10

Filling, in foundations, plinths and other areas as directed

with murrum or selected cohesive non swelling soil

obtained from outside (Contractor's earth) in layers of

cum

0.00 166 0

1.11.a

Filling, in foundation and plinth (under floors), with good

quality coarse river sand , obtained from outside,

including watering, ramming well , consolidating and

dressing etc. complete, as directed (For all civil, plumbing

cum

House Type B6 Sand Filling in Plinth - G1

0.00

1.14 Disposing of the surplus excavated earth and/or

debris etc. including loading at site, transporting &

disposal as per designated place by EIC, unloading,

spreading and dressing etc. complete (For all civil,

plumbing & electrical works).

53.00

a)Beyond initial lead of 100m to 1km.#REF!

1.18 Clearing of the site and roughly dressing the same

using mechanically operated devices, including removal

of the roots and disposing and stacking all debris as

directed by EIC (For all civil, plumbing & electrical works).7.00

a) Beyond initial lead of 100m up to 500m Sq.mt.

0.00

2.01 Providing and laying Cement Concrete including

compaction, finishing top surface to the level curing but

excluding the cost of formwork etc. complete as per

specifications and directions as per Engineer-in-charge.

In foundations, plinth, sub base of floors etc. (For all civil,

plumbing and electrical works.)

c) PCC 1:4:8 1131.00

0.00

2.12.1 Providing and laying in position machine batched,

machine mixed and machine vibrated design mix fair

finish / smooth finish cement concrete of M30 radeConcrete for Ground floor Slab Grid 1 To 9

B2A 1 1 8.30 0.30 0.60 1.49

B2B 1 1 8.30 0.30 0.60 1.49

B2C 1 1 8.30 0.30 0.60 1.49

B2D 1 1 8.30 0.30 0.60 1.49B5A 1 1 4.00 0.20 0.60 0.48

B5B 7 1 4.00 0.20 0.60 3.36

B6A 1 1 4.00 0.20 0.60 0.48

B6B 7 1 4.00 0.20 0.60 3.36

B8A 1 1 8.00 0.30 0.60 1.44

B8B 3 1 8.00 0.30 0.60 4.32

JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01

Measurement Sheet

Total

Name of Owner: M/s Coastal Gujarat Power Limited

Name of Contractor: M/s JMC Projects (I) Ltd.

Total

Total

Project Name: Township For CGPL at Mundra Running Bill No.

Location: Mundra 01/03/10 to 31/03/10

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4

Period

Date of Submission


Guest house building


Measurement Sheet





B11A/B/C 1 1 8.55 0.30 0.60 1.54

B12 8 1 2.65 0.20 0.48 2.01

B13 4 1 4.20 0.30 0.60 3.02

B14A/B 3 1 6.55 0.30 0.60 3.54

SB1 3 1 2.00 0.30 0.13 0.23

Span Grid 1 To 3/E-F 4 1 8.30 2.65 0.13 11.00

Grid 1 To 5/C-E 8 1 4.00 5.00 0.13 20.00

Grid 1 To 5/B-C 4 1 8.30 2.00 0.13 8.30

Ded. For Cutout -4 1 0.70 0.65 0.13 -0.23

For Column

Grid 1 To 9 28 1 0.30 0.60 0.60 3.02

Grids 9 to 16

B2E/F/G 1 1 11.10 0.30 1.12 0.00

B2H/J 1 1 16.60 0.30 0.60 0.00

B5C/D 1 1 11.10 0.30 0.60 0.00

B6C/D 1 1 11.10 0.30 0.60 0.00

B8C/D/C 1 1 11.70 0.30 0.35 0.00

B10A/B 1 1 10.50 0.30 0.60 0.00

B5B/A 4 1 4.00 0.20 0.60 0.00

6B/A 4 1 4.00 0.20 0.60 0.00

B8B/A 2 1 8.00 0.30 0.60 0.00

B1A/B/A 1 1 10.50 0.30 1.42 0.00

Ded For Cutout -3 1 0.40 0.40 0.30 0.00

B15A/B/C/D 2 1 11.95 0.30 0.60 0.00

B15E 2 1 5.70 0.30 1.42 0.00

B16 1 1 2.60 0.30 0.60 0.00

B16x 2 1 5.70 0.60 0.45 0.00

B18 2 1 5.35 0.60 0.35 0.00

B19 1 1 5.35 0.45 0.35 0.00B20A/B 1 1 7.50 0.30 0.60 0.00

B12 4 1 2.65 0.20 0.48 0.00

B13 2 1 4.20 0.30 0.60 0.00

B14A/B 1 1 6.55 0.30 0.60 0.00

SB1 1 1 2.00 0.30 0.13 0.00

B11A/B/C 1 1 8.55 0.30 0.60 0.00

Slab 0.00

Verandah 1 1 11.10 5.70 0.15 0.00

Nr. Staircase 1 1 5.80 2.65 0.15 0.00

2 1 3.10 2.65 0.13 0.00

Verandah 1 1 10.65 5.35 0.13 0.00

1 1 2.95 4.90 0.13 0.00

Span Grid 1 To 3/E-F 2 1 8.30 2.65 0.13 0.00

Grid 1 To 5/C-E 4 1 4.00 5.00 0.13 0.00

Grid 1 To 5/B-C 2 1 8.30 2.00 0.13 0.00

Ded. For Cutout -2 1 0.70 0.65 0.13 0.00

For Column 0.00

Grid 9 To 16 26 1 0.30 0.60 0.60 0.00 3.730 1.415

Verandah Grid G 6 1 0.30 0.60 1.42 0.00

Verandah Grid G/10,11 2 1 0.30 0.60 1.12 0.00

Ded. For Cutout -9 1 0.40 0.40 0.30 0.00

71.83

3.01a Providing ordinary formwork with shuttering plywood/

steel sheathing and steel supporting system so as to

ive fair finish, includin centerin ,Shuttering for Ground floor Slab Grid 1 To 9

For Slab BeamB2A 4 1 8.30 0.60 19.92

I/side 4 1 8.30 0.48 15.77

Bottom 8 1 2.05 0.30 4.92

B5A/5B 8 1 4.00 0.60 19.20

I/side 8 1 4.00 0.48 15.20

Bottom 8 1 2.80 0.20 4.48

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4

Period

Date of Submission




Measurement Sheet





B6A/6B 8 1 4.00 0.60 19.20

I/side 8 1 4.00 0.48 15.20

Bottom 8 1 0.90 0.20 1.44

B8A 4 1 8.00 0.60 19.20

I/side 4 1 8.00 0.48 15.20

Bottom 4 1 3.83 0.30 4.59

B11A/B/C 1 1 8.55 0.60 0.00

I/Side 1 1 8.55 0.48 4.06

Bottom 2 1 0.90 0.30 0.54

B12 8 2 2.65 0.48 20.14

Bottom 8 1 0.45 0.20 0.72

B13 4 2 4.20 0.48 15.96

B14A/B 3 2 4.20 0.48 11.97

3 2 2.35 0.48 6.70

For Slab

Corridor - Bottom 1 1 34.55 2.00 69.10

Span Grid 1 To 3/E-F 4 1 8.30 2.65 87.98

Grid 1 To 5/C-E 8 1 4.00 5.00 160.00

Ded. For Cutout -4 1 0.70 0.65 -1.82

Jambs 4 2 0.70 0.13 0.70

4 2 0.60 0.13 0.60

For Column

Grid 1 To 5 28 2 0.30 0.60 10.08

28 2 0.60 0.60 20.16

Grids 9 to 16

B2E/F/G 1 1 11.10 0.97 0.00

1 1 11.10 0.99 0.00

Bottom 1 1 5.50 0.30 0.00

B2H/J 1 1 16.60 0.60 0.00I/side 1 1 16.60 0.48 0.00

Bottom 4 1 2.05 0.30 0.00

B5C/D 1 2 11.10 0.48 0.00

Bottom 1 1 11.10 0.30 0.00

B6C/D 1 1 11.10 0.60 0.00

1 1 11.10 0.48 0.00

Bottom 1 1 8.90 0.30 0.00

B8C/D/C 1 2 10.65 0.48 0.00

B10A/B 1 1 10.65 0.60 0.00

I/side 1 1 10.65 0.48 0.00

Bottom 1 1 10.65 0.30 0.00

B5B/A 4 2 4.00 0.48 0.00

6B/A 4 2 4.00 0.48 0.00

B8B/A 2 1 8.00 0.60 0.00

I/side 2 1 8.00 0.48 0.00

B1A/B/A 1 1 10.50 1.42 0.00

I/side 1 1 10.50 1.27 0.00

Bottom 1 1 10.50 0.30 0.00

B15A/B/C/D 2 2 8.55 0.48 0.00

B15A 2 1 3.40 0.60 0.00

2 1 3.40 0.48 0.00

Bottom 2 1 3.40 0.30 0.00

B15E 2 1 5.70 1.42 0.00

I/side 2 1 5.70 1.27 0.00

Bottom 2 1 5.70 0.30 0.00

B16 1 2 2.60 0.48 0.00

Bottom 1 1 2.60 0.30 0.00

B16x 2 2 5.70 0.45 0.00

Bottom 2 1 5.70 0.60 0.00B18 2 2 5.35 0.23 0.00

Bottom 2 1 5.35 0.60 0.00

B19 1 2 5.35 0.23 0.00

Bottom 1 1 5.35 0.45 0.00

B20A/B 1 1 4.90 0.60 0.00

I/side 1 1 4.90 0.48 0.00

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4

Period

Date of Submission




Measurement Sheet





1 2 2.60 0.48 0.00

B12 4 2 2.65 0.48 0.00

Bottom 4 1 0.45 0.20 0.00

B13 2 2 4.20 0.48 0.00

B14A/B 1 2 6.55 0.48 0.00

SB1 1 1 2.00 0.30 0.00

B11A/B/C 1 1 8.55 0.60 0.00

I/side 1 1 8.55 0.48 0.00

Slab 0.00

Verandah 1 1 11.10 5.70 0.00

Nr. Staircase 1 1 5.80 2.65 0.00

2 1 3.10 2.65 0.00

Verandah 1 1 10.65 5.35 0.00

1 1 2.95 4.90 0.00

Span Grid 1 To 3/E-F 2 1 8.30 2.65 0.00

Grid 1 To 5/C-E 4 1 4.00 5.00 0.00

Grid 1 To 5/B-C 2 1 8.30 2.00 0.00

Ded. For Cutout -2 1 0.70 0.65 0.00

Jambs 2 2 0.70 0.13 0.00

2 2 0.60 0.13 0.00

For Column 0.00

Grid 9 To 16 26 2 0.30 0.60 0.00 3.730 1.41526 2 0.60 0.60 0.00 3.730 1.415

Verandah Grid G 6 2 0.30 1.42 0.00

6 2 0.60 1.42 0.00

Verandah Grid G/10,11 2 2 0.30 1.12 0.00

2 2 0.60 1.12 0.00

Ded. For Cutout -9 4 0.40 0.30 0.00

561.21 679.79

4.09

Providing and laying Solid cement concrete block

masonry in cement mortar 1:5 (1 part cement and 5 part

of sand) using factory made/precast (made out of 1:4:8

concrete), load bearing, approved quality,


Block masonary up to lintel level Grid 1 to 16Vertical Wall for room 1 to 12 14 1 4.20 0.300 2.315 40.84

1 1 1.08 0.300 2.315 0.75

1 1 0.38 0.300 2.315 0.26

1 1 0.80 0.300 2.315 0.56

1 1 0.30 0.300 2.315 0.21

7 1 2.35 0.300 2.315 11.42

entrance 4 1 1.10 0.300 2.315 3.06

2 1 2.65 0.300 2.315 3.68W2 -2 1 0.50 0.30 1.750 -0.53

D1 -1 1 0.90 0.30 2.250 -0.61

Grid B 6 1 3.28 0.30 2.315 13.65

6 1 0.90 0.30 2.315 3.75

Grid F 12 1 1.35 0.30 2.315 11.25

6 1 2.80 0.30 2.315 11.67

DW3 -1 1 1.50 0.30 2.250 -1.01

W3 -1 1 0.60 0.30 1.750 -0.32

For RWP Pit6 1 1.40 1.50 0.200 2.52

6 1 0.45 0.35 0.200 0.19

6 2 1.18 0.45 0.200 1.27

6 2 1.10 0.30 0.835 3.31

Grid 16 To 25Court yard 1 1 7.15 0.30 2.315 4.97

1 1 4.83 0.30 2.315 3.35

Betn. Dinning & Kitchen 1 1 5.07 0.30 2.315 3.52

1 1 6.60 0.30 2.315 4.58

1 1 0.75 0.30 2.315 0.52

Clean linen 1 1 3.75 0.30 2.315 2.60

Dirty linen 1 1 3.25 0.30 2.315 2.26

Ironing 1 1 3.90 0.30 2.315 2.71

Authorised Sign

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4

Period

Date of Submission




Measurement Sheet





Laundry 1 1 3.25 0.30 2.315 2.26

Staircase 1 1 1.70 0.30 2.315 1.18

Cutout 1 1 1.80 0.30 2.315 1.25

Corridor 1 1 1.50 0.30 2.315 1.04

Betn.Courtyard & Dinning 2 1 1.20 0.30 2.315 1.67

2 1 1.50 0.30 2.315 2.08

1 1 0.90 0.30 2.315 0.63

Dinning 1 1 5.70 0.30 2.315 3.96

1 1 5.40 0.30 2.315 3.75

Betn. Dinning & Kitchen 2 1 1.70 0.30 2.315 2.36

1 1 1.70 0.30 2.315 1.18

Kitchen 1 1 5.50 0.30 2.315 3.82

1 1 4.00 0.30 2.315 2.78

Clean linen/Dirty Linen 4 1 4.50 0.30 2.315 12.50

Ironing 2 1 2.50 0.30 2.315 3.47Laundry/Staircase 2 1 2.80 0.30 2.315 3.89

W4 -1 1 1.20 0.30 0.750 -0.27

W6 -2 1 1.10 0.30 0.750 -0.50

W6a -2 1 0.90 0.30 1.500 -0.81

W6b -1 1 0.95 0.30 1.500 -0.43

D1 -1 1 0.90 0.30 2.315 -0.63

D3 -1 1 0.90 0.30 2.315 -0.63

D2b -1 1 0.90 0.30 2.315 -0.63

DW5 -1 1 1.50 0.30 2.315 -1.04

Gape in Laundry -1 1 1.20 0.30 2.315 -0.83

Less for Paid in RA-03 Page No.-51 -103.11

69.37


Block masonary u to lintel level Smt.Grid C & E 12 2 4.000 2.315 222.24

D1 -12 1 0.900 2.315 -25.00

Grid E to F 12 1 2.850 2.315 79.17

DW1 -12 1 2.050 2.315 -56.95

D2 -12 1 0.75 2.315 -20.84

W1 -12 1 0.450 1.500 -8.10

staircase 1 1 3.300 2.315 7.64

1 1 2.700 2.315 6.25

6 1 0.90 0.835 4.51

Grid 16 To 25Courtyard 2 1 1.80 2.315 8.33

2 1 0.90 2.315 4.17

2 1 2.75 2.315 12.73

Kitchen 2 1 3.10 2.315 14.35

Betn. Cleaning/Ironing 1 1 3.00 2.315 6.95Betn. Dirty Linen/Laundry 2 1 2.65 2.315 12.27

1 1 2.70 2.315 6.25

W1a -1 1 0.65 2.315 0.00

W5 -1 1 1.20 2.315 0.00

D1 -1 1 0.90 2.315 -2.08

D3 -1 1 0.90 2.315 -2.08

Less for Paid in RA-03 Page No.-51 -208.92

60.89

1.15

Carrying out pre construction anti-termite treatment for all

types of structure without basement with RCC

foundation/RCC wall or with load bearing wall foundation.

Guest house Sqmt.

1 1 98.125 10.650 1045.03

1 1 12.900 3.700 47.73

1 1 12.900 6.000 77.40

0.00

1170.16 836664.4

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3

Period

Date of Submission


Mini Hospital

Item





a)Depth up to 2.0 m cum

Mini Hospital Footings

0.00


debris etc. including loading at site, transporting &disposal as per designated place by EIC, unloading,




Mini Hospital Footings

0.00


compaction, finishing top surface to the level curing

but excluding the cost of formwork etc. complete as

per specifications and directions as per Engineer-in-charge. In foundations, plinth, sub base of floors etc.

(For all civil, plumbing and electrical works.)c) PCC 1:4:8 cum

0.00


machine mixed and machine vibrated design mix

fair finish / smooth finish cement concrete of M30

grade with minimum cement content 400 Kg per

cum of concrete for reinforced cement concrete work

for all works,Excluding the cost of centering,

shutterin and reinforcement#REF!

3.01a Providing ordinary formwork with shuttering

plywood/ steel sheathing and steel supporting

system so as to give fair finish, including centering,

0.00

Total

Total



Total

Total



Measurement Sheet


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4

Period

Date of Submission


External -Road

Item No Description of Item Unit No. Length Breadth Depth Quantity





→ Road Crossing

→ Betn Cicrle C1 & C2 Nr.Shopping Centre FRL=3.724

mt.,NGL=3.385,Exc.RL=2.574 4 Nos. Pipe1 1 14.000 2.070 0.811 23.50

→ Opp.Multipurpose Hall,FRL = 4.251

NGL=3.550,Exc.RL=3.101 4 Nos.Pipe 1 1 14.000 2.070 0.449 13.01→ At C4 Circle,FRL = 4.225mt.

NGL=3.500,Exc.RL=3.075 - 3 Nos. Pipe 1 1 32.000 1.640 0.425 22.30

→ Near Sub station - 1,FRL = 3.096mt.

NGL=3.015,Exc.RL=1.946 - 5Nos.Pipe 1 1 16.000 2.500 1.069 42.76

→ Nr.B5 Cluster,FRL= 5.360 mt.

NGL=4.96,Exc.RL=4.210 - 1 Pipe 1 1 18.000 0.780 0.750 10.53

→ Nr.C4 Circle,FRL = 3.950 mt.

NGL=3.550,Exc.RL=2.800 - 2 Pipe 1 1 30.000 1.210 0.750 27.23

For road =3.385- Road Exc.3.170= 0.215 mt. -1 1 6.000 2.070 0.215 -2.67

For Cycle Track =3.385- Road Exc.3.170= 0.215 mt.

-1 1 2.600 2.070 0.215 -1.16

For road=3.015-2.81mt.= -1 1 6.000 2.500 0.205 -3.08

For road -1 1 6.000 0.780 0.420 -1.97

130.45

1.19 Relocation of trees as per directed by EIC. Nos.

104 1 104.00

104.00

1.10 Filling with soil obtained from outside in foundations

and plinth

cum

6.00 mt. Road

Avg. Top level of filling

=5.131mt.Avg.exc.Level=4.693 mt.

Avg.depth=0.438mt.

Circle C1 To C2 1 1 158.316 6.000 0.400 379.96

Circle C2 To C3 1 1 184.000 6.000 0.400 441.60

Circle C3 To Highway 1 1 117.107 6.000 0.400 281.06

Circle C4 To Club house 1 1 116.924 6.000 0.400 280.62

Circle C2 To Guest house 1 1 155.930 6.000 0.400 374.23

Circle C3 To School road 1 1 46.875 6.000 0.400 112.50

→ Road Crossing

→ Betn Cicrle C1 & C2 Nr.Shopping Centre

,NGL=3.385,Exc.RL=2.574 4 Nos. Pipe 1 1 14.000 2.070 0.811 23.50


For Cycle Track =3.385- Road Exc.3.170= 0.215 mt.-1 1 2.600 2.070 0.215 -1.16

→ Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101

4 Nos.Pipe 1 1 14.000 2.070 0.449 13.01


Measurement Sheet

Running Bill No.

Total




Project Name: Township For CGPL at Mundra

Total

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Period

Date of Submission


External -Road



Measurement Sheet

Running Bill No.





1 6.000 2.070 0.00

1 2.600 2.070 0.00

At C4 Circle,NGL=3.500,Exc.RL=3.075 - 3

Nos. Pipe 1 1 32.000 1.640 0.425 22.30

0.00

0.00

Near Sub station - 1,NGL=3.015,Exc.RL=1.946 -

5Nos.Pipe 1 1 16.000 2.500 1.069 42.76

For road=3.015- raod ecx.2.81mt.=0.205mt. -1 1 6.000 2.500 0.205 -3.08

Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 - 1

Pipe 1 1 18.000 0.780 0.750 10.53 →

For road -1 1 6.000 0.780 0.420 -1.97

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 - 2 Pipe 1 1 30.000 1.210 0.750 27.23

→ Ded for Road Crossing PCC Bottom of Pipe

Betn Cicrle C1 & C2 Nr.Shopping Centre

,NGL=3.385,Exc.RL=2.574 -1 1 14.000 1.870 0.075 -1.96

Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101 -1 1 14.000 1.870 0.075 -1.96

At C4 Circle,NGL=3.500,Exc.RL=3.075 -1 1 32.000 1.440 0.075 -3.46

Near Sub station - 1,NGL=3.015,Exc.RL=1.946 -1 1 16.000 2.300 0.075 -2.76

Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 -1 1 18.000 0.580 0.075 -0.78

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 -1 1 30.000 1.010 0.075 -2.27

→ Ded for Road Crossing PCC around of

Pipe(Encasing)Betn Cicrle C1 & C2 Nr.Shopping Centre

,NGL=3.385,Exc.RL=2.574 -1 1 14.000 1.870 0.450 -11.78

Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101 -1 1 14.000 1.870 0.450 -11.78

At C4 Circle,NGL=3.500,Exc.RL=3.075 -1 1 32.000 1.440 0.450 -20.74

Near Sub station - 1,NGL=3.015,Exc.RL=1.946 -1 1 16.000 2.300 0.450 -16.56

Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 -1 1 18.000 0.580 0.450 -4.70

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 -1 1 30.000 1.010 0.450 -13.64

→ For Cycle track

Circle C1 To C4

Avg. Filling top =4.115mt.Avg.exc.Level=3.715 mt.

Avg.depth=0.217mt. 1 1 184.000 2.600 0.400 191.36

Circle C1 To C2


Avg.depth=0.254mt. 1 1 158.316 2.600 0.400 164.65

Circle C2 To C3


Avg.depth=0.300mt. 1 1 224.775 2.600 0.400 233.77

2497.81


debris etc. including loading at site, transport ing &





→ Road Crossing

→ Betn Cicrle C1 & C2 Nr.Shopping Centre

,NGL=3.385,Exc.RL=2.574 4 Nos. Pipe 1 1 14.000 2.070 0.811 23.50


Total

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Period

Date of Submission


External -Road



Measurement Sheet

Running Bill No.





For Cycle Track =3.385- Road Exc.3.170= 0.215 mt.-1 1 2.600 2.070 0.215 -1.16


4 Nos.Pipe 1 1 14.000 2.070 0.449 13.01


Nos. Pipe 1 1 32.000 1.640 0.425 22.30

0.00

0.00


5Nos.Pipe 1 1 16.000 2.500 1.069 42.76

For road=3.015-2.81mt.= -1 1 6.000 2.500 0.205 -3.08Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 - 1

Pipe 1 1 18.000 0.780 0.750 10.53 →

For road -1 1 6.000 0.780 0.420 -1.97


Road Excavation

Circle C1 To C2

Avg. N.G.L. =3.655mt.Avg.exc.Level=3.170 mt.

Avg.depth=0.485mt. 1 1 158.316 6.000 0.485 460.70

Circle C2 To C3


Avg.depth=0.530mt. 1 1 184.000 6.000 0.530 585.12

Circle C3 To Highway


Avg.depth=0.305mt. 1 1 117.107 6.000 0.305 214.31

Circle C4 To Club house


Avg.depth=0.495mt. 1 1 116.924 6.000 0.495 347.26

Circle C2 To Guest house


Avg.depth=0.677mt. 1 1 155.930 6.000 0.677 633.39

Circle C3 To School road


Avg.depth=0.510mt. 1 1 46.875 6.000 0.510 143.44

→ Exacvation for Cycle track

Circle C1 To C4


Avg.depth=0.217mt. 1 1 184.000 2.600 0.217 103.81

Circle C1 To C2

Avg. N.G.L. =3.655mt.Avg.exc.Level=3.351 mt.Avg.depth=0.304mt. 1 1 158.316 2.600 0.304 125.13

Circle C2 To C3


Avg.depth=0.350mt. 1 1 224.775 2.600 0.350 204.55

2948.16


compaction, f inishing top surface to the level curing


per specifications and directions as per Engineer-in-

charge. In foundations, plinth, sub base of floors etc.

(For all civil, plumbing and electrical works.)

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Period

Date of Submission


External -Road



Measurement Sheet

Running Bill No.





c) PCC 1:4:8

→ Road Crossing PCC Bottom of Pipe


,NGL=3.385,Exc.RL=2.574 1 1 14.000 1.870 0.075 1.96

Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101 1 1 14.000 1.870 0.075 1.96

At C4 Circle,NGL=3.500,Exc.RL=3.075 1 1 32.000 1.440 0.075 3.46

Near Sub station - 1,NGL=3.015,Exc.RL=1.946 1 1 16.000 2.300 0.075 2.76

Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 1 1 18.000 0.580 0.075 0.78

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 1 1 30.000 1.010 0.075 2.27

→ Road Crossing PCC around of Pipe(Encasing)

Betn Cicrle C1 & C2 Nr.Shopping Centre,NGL=3.385,Exc.RL=2.574 1 1 14.000 1.670 0.450 10.52

-3.14 1.00 0.280 0.280 14.000 -3.45

Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101 1 1 14.000 1.870 0.450 11.78

-3.14 1.00 0.280 0.280 14.000 -3.45

At C4 Circle,NGL=3.500,Exc.RL=3.075 1 1 32.000 1.440 0.450 20.74

-3.14 0.75 0.280 0.280 32.000 -5.91

Near Sub station - 1,NGL=3.015,Exc.RL=1.946 1 1 16.000 2.300 0.450 16.56

-3.14 1.25 0.280 0.280 16.000 -4.92

Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 1 1 18.000 0.580 0.450 4.70

-3.14 0.25 0.280 0.280 18.000 -1.11

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 1 1 30.000 1.010 0.450 13.64

-3.14 0.50 0.280 0.280 30.000 -3.69

68.603.01a As per item no 3.01 but for all heights, levels, shapes

and locations. The rate shall be inclusive of cost of

staging, i f at all required (For all civil , plumbing and

electrical works).

For Road Crossing Concrete around of Pipe


,NGL=3.385,Exc.RL=2.574 1 2 14.000 0.450 12.60

1 2 1.870 0.450 1.68

Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101 1 2 14.000 0.450 12.60

1 2 1.870 0.450 1.68

At C4 Circle,NGL=3.500,Exc.RL=3.075 1 2 32.000 0.450 28.80

1 2 1.440 0.450 1.30

Near Sub station - 1,NGL=3.015,Exc.RL=1.946 1 2 16.000 0.450 14.40

1 2 2.230 0.450 2.01

Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 1 2 18.000 0.450 16.20

1 2 0.780 0.450 0.70

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 1 2 30.000 0.450 0.00

1 2 1.010 0.450 0.91

92.88

4.05. d.1

Providing and laying in trench reinforced concrete non

pressure ISI class NP-2 pipes of 230 mm internal

diameter at a depth up to 1.5 m and jointing with

collars and butt-ends prepared for collar joints,

rmt

Road Crossing


,NGL=3.385,Exc.RL=2.574 4 Nos. Pipe 4 1 14.000 56.00

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4

Period

Date of Submission


External -Road



Measurement Sheet

Running Bill No.





Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101

4 Nos.Pipe 4 1 14.000 56.00


Nos. Pipe 3 1 32.000 96.00


5Nos.Pipe 5 1 16.000 80.00


Pipe 1 1 18.000 18.00

Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 - 2 Pipe 1 2 30.000 60.00

366.00

4.09


masonry in cement mortar 1:5 (1 part cement and 5

part of sand) using factory made/precast (made out of

1:4:8 concrete), load bearing, approved quality,


Road Circle Excavation

0.00

15.01 Box cutting the road surface, to proper slope and

camber, for making a base for road work, including

rolling, removing the excavated stuff and depositing

on road side etc. complete, as directed, upto 100 m.

lead.

Road ExcavationCircle C1 To C2


Avg.depth=0.485mt. 1 1 158.316 6.000 0.485 460.70

Circle C2 To C3


Avg.depth=0.530mt. 1 1 184.000 6.000 0.530 585.12

Circle C3 To Highway


Avg.depth=0.305mt. 1 1 117.107 6.000 0.305 214.31

Circle C4 To Club house


Avg.depth=0.495mt. 1 1 116.924 6.000 0.495 347.26

Circle C2 To Guest house


Avg.depth=0.677mt. 1 1 155.930 6.000 0.677 633.39Circle C3 To School road


Avg.depth=0.510mt. 1 1 46.875 6.000 0.510 143.44

→ Exacvation for Cycle track

Circle C1 To C4


Avg.depth=0.217mt. 1 1 184.000 2.600 0.217 103.81

Circle C1 To C2


Avg.depth=0.304mt. 1 1 158.316 2.600 0.304 125.13

Circle C2 To C3


Avg.depth=0.350mt. 1 1 224.775 2.600 0.350 204.55

Total

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4

Period

Date of Submission


External -Road



Measurement Sheet

Running Bill No.





2817.71

15.05 Providing and laying rubble soling, 23 cm. thick, in a

compact manner, in plinth and for plinth protection,

using 150 to 230 mm. cut size stones, covering and

Rubble soling for Road

Circle C1 To North side Boundry wall 1 1 565.935 6.000 0.230 780.99

Circle C1 To C4 1 1 184.000 6.000 0.230 253.92

Circle C1 To C2 1 1 158.316 6.000 0.230 218.48

Circle C2 To C3 1 1 184.000 6.000 0.230 253.92

Circle C3 To Highway 1 1 117.107 6.000 0.230 161.61

Circle C4 To Club house 1 1 116.924 6.000 0.230 161.36

Circle C2 To Guest house 1 1 155.930 6.000 0.230 215.18

Circle C3 To School road 1 1 46.875 6.000 0.230 64.69

2110.15





→ Road Crossing

→ Betn Cicrle C1 & C2 Nr.Shopping Centre FGL=3.724

mt.,NGL=3.385,Exc.RL=2.574 4 Nos. Pipe

1 1 14.000 2.070 0.811 23.50


Total

Total

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4

Period

Date of Submission


External -Road



Measurement Sheet

Running Bill No.





For Cycle Track =3.385- Road Exc.3.170= 0.215 mt.

-1 1 2.600 2.070 0.215 -1.16


4 Nos.Pipe 1 1 14.000 2.070 0.449 13.01

1 6.000 2.070 0.00

1 2.600 2.070 0.00


Nos. Pipe 1 1 32.000 1.640 0.425 22.30

0.00

0.00


5Nos.Pipe 1 1 16.000 2.500 1.069 42.76

For road=3.015-2.81mt.= -1 1 6.000 2.500 0.205 -3.08


Pipe 1 1 18.000 0.780 0.750 10.53

For road -1 1 6.000 0.780 0.420 -1.97


0.00

0.00

130.45Total

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Period

Date of Submission


House Type B6

Item






Excavation for Blockwork in Parking area B6

Vertical wall 2 1 17.800 0.750 1.500 40.05

Back side - Horizontal wall 1 1 15.800 0.750 1.500 17.78 87 EXC

Front side wall 2 1 5.050 0.750 1.500 11.36 4.32 PCC

Offset From Bldg. 1 1 1.150 0.750 1.500 1.29 3.46 RCC

For Footing in Parking Structure Nr.G1 of B6 31.55 BMC1 4 1 1.350 1.350 1.500 10.94 47.67

C1 4 1 0.675 1.350 1.500 5.47

86.89

1.11.a Filling, in foundation and plinth (under floors), with good

quality coarse river sand , obtained from outside,

including watering, ramming well, consolidating and

House Type B6 Sand filling below Floor PCC-G16

14A-12A/C-F Bed room-2 1 1 4.000 3.600 0.100 1.44

14A-12A/J-L Bed room-1 1 1 4.000 3.300 0.100 1.32

15A-14A/D-E Verandah 1 1 4.000 1.600 0.100 0.64

15A-11A/K-E 1 1 9.050 5.000 0.100 4.53

-2 1 4.600 0.400 0.100 -0.3711A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.100 1.58

House Type B6 Sand filling below Floor -G2

14A-12A/C-F Bed room-1 1 1 4.000 3.300 0.100 1.32

14A-12A/J-L Bed room-2 1 1 4.000 3.600 0.100 1.44

15A-14A/D-E Verandah 1 1 4.000 1.600 0.100 0.64

Dinning 1 1 5.050 4.200 0.100 2.12

Living Room 1 1 4.000 5.000 0.100 2.00

11A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.100 1.58

Total Qty of G2=9.10 Cumt.

B7

G6,G7 same as G2 of B6 18.20

0.00

36.44 1304

2.01 Providing and laying Cement Concrete includingcompaction, finishing top surface to the level curing but

excluding the cost of formwork etc. complete as

c) PCC 1:4:8

House Type B6 - G5 PCC for Plinth Beam Cumt.

TB1 2 1.80 0.35 0.075 0.09 0.15

TB2 2 2.20 0.35 0.075 0.12

TB3 2 4.00 0.35 0.075 0.21

TB4A 2 1.35 0.45 0.075 0.09

TB4B 2 3.10 0.45 0.075 0.21

TB5A 1 3.90 0.45 0.075 0.13

TB5B 1 1.40 0.45 0.075 0.05

TB8 2 4.00 0.35 0.075 0.21

TB13 1 4.00 0.35 0.075 0.11

TB14 1 4.00 0.35 0.075 0.11

TB18A 1 1.00 0.35 0.075 0.03 0.075

TB18B 1 4.05 0.55 0.075 0.17 84.825

TB19A 1 1.70 0.35 0.075 0.04

TB19B 1 4.90 0.35 0.075 0.13

TB20A 2 3.00 0.45 0.075 0.20

TB20A 2 2.70 0.45 0.075 0.18

TB20B 4 0.40 0.45 0.075 0.05

TB21 2 2.90 0.35 0.075 0.15

TB22 2 2.90 0.35 0.075 0.15

TB25 1 5.00 0.35 0.075 0.13

TB26 2 5.00 0.35 0.075 0.26


G8,G12 same as G5 of B6=2*2.82 5.64

B5

G5,G9 same as G5 of B6 = 2*2.82 5.64

B7

G13 same as G5 of B6 2 82 2 82





Measurement Sheet




4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


TB8 2 1 4.000 0.35 0.075 0.21

TB10A 1 1 3.150 0.35 0.075 0.08

TB10B 0.5 1 2.800 0.35 0.075 0.04

TB11 1 1 2.600 0.35 0.075 0.07

TB12 1 1 2.600 0.35 0.075 0.07

TB14 1 1 4.000 0.35 0.075 0.11

TB15A 1 1 1.535 0.35 0.075 0.04

TB15B 1 1 3.765 0.35 0.075 0.10

TB16 1 1 3.765 0.35 0.075 0.10

TB19A 1 1 1.800 0.35 0.075 0.05 2

TB19B 1 1 5.000 0.35 0.075 0.13TB20A 2 1 2.700 0.45 0.075 0.18

2 1 3.000 0.45 0.075 0.20

TB20B 4 1 0.400 0.45 0.075 0.05

TB21 2 1 2.90 0.35 0.075 0.15

TB22 2 1 2.90 0.35 0.075 0.15

TB23A 1 1 1.20 0.35 0.075 0.03

TB23B 1 1 1.80 0.35 0.075 0.05

TB23C 1 1 1.80 0.35 0.075 0.05

TB24A 1 1 2.30 0.35 0.075 0.06

TB24B 1 1 2.30 0.35 0.075 0.06

TB14 0.5 1 2.80 0.35 0.075 0.04

Total Qty of G6 = 3.26Cumt.

G7,G10,G11 same as G6 of B6=3*3.26 9.78

B5G2,G10,G11 same as G6 of B6 = 3*3.26 9.78

B7

G15, same as G6 of B6 = 3.26 3.26

PCC for parking area wall nr. B6-G1

Vertical wall 2 1 17.800 0.750 0.075 2.00

Back side - Horizontal wall 1 1 15.800 0.750 0.075 0.89

Front side wall 2 1 5.050 0.750 0.075 0.57 7.12

Offset From Bldg. 1 1 0.775 0.750 0.075 0.04

For Footing in Parking Structure Nr.G1 of B6

C1 4 1 1.350 1.350 0.075 0.55 1.62

C1 4 1 0.675 1.350 0.075 0.27 0.81 0.405

House Type B6 Floor PCC-G16

14A-12A/C-F Bed room-2 1 1 4.000 3.600 0.075 1.08

14A-12A/J-L Bed room-1 1 1 4.000 3.300 0.075 0.99

15A-14A/D-E Verandah 1 1 4.000 1.600 0.075 0.48

15A-11A/K-E 1 1 9.050 5.000 0.075 3.39

-2 1 4.600 0.400 0.075 -0.28


House Type B6 Floor PCC-G2

14A-12A/C-F Bed room-1 1 1 4.000 3.300 0.075 0.99

14A-12A/J-L Bed room-2 1 1 4.000 3.600 0.075 1.08

15A-14A/D-E Verandah 1 1 4.000 1.600 0.075 0.48

Dinning 1 1 5.050 4.200 0.075 1.59

Living Room 1 1 4.000 5.000 0.075 1.50



B7


0.00

67.80 1304




rade with minimum cement content 400For Footing in Parking Structure Nr.G1 of B6

C1 8 1 1.200 1.200 0.300 0.00

House Type B6 - G4 Plinth Beam Cumt.

TB 2 1 80 0 20 0 60 0 43



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


TB19B 1 4.90 0.20 0.60 0.59

TB20A 2 3.00 0.30 0.60 1.08

TB20A 2 2.70 0.30 0.60 0.97

TB20B 4 0.40 0.30 0.60 0.29

TB21 2 2.90 0.20 0.60 0.70

TB22 2 2.90 0.20 0.60 0.70

TB25 1 5.00 0.20 0.60 0.60

TB26 2 5.00 0.20 0.60 1.20

Column Concrete with Plinth beam -G4

C1 4 0.20 0.40 0.60 0.19

C2 4 0.30 0.30 0.60 0.22C3 1 0.20 0.40 0.60 0.05

C4 5 0.30 0.30 0.60 0.27

C5 2 0.30 0.90 0.60 0.32

C9A 1 0.20 0.40 0.60 0.05

Total Qty of G4= 14.65 Cumt.

G13,G12,G5 same as G4 of B6=3*14.65 43.95

B5

G5 same as G4 of B6 0.00

B7


B6-RCC for Plinth beam G14

TB1 2 1 1.800 0.20 0.600 0.43

TB2 2 1 2.200 0.20 0.300 0.26

TB3 2 1 4.000 0.20 0.600 0.96TB5A 1 1 4.000 0.30 0.600 0.72 2

TB5A 1 1 3.900 0.30 0.600 0.70

TB5B 1 1 1.400 0.30 0.600 0.25

TB5B 1 1 1.300 0.30 0.600 0.23

TB6A 1 1 0.900 0.20 0.600 0.11

TB6B 1 1 2.400 0.40 0.600 0.58

TB7A 2 1 3.700 0.30 0.600 1.33

TB7B 1 1 2.800 0.30 0.600 0.50

TB8 2 1 4.000 0.20 0.600 0.96

TB10A 1 1 3.150 0.20 0.600 0.38

TB10B 0.5 1 2.800 0.20 0.600 0.17

TB11 1 1 2.600 0.20 0.600 0.31

TB12 1 1 2.600 0.20 0.300 0.16

TB14 1 1 4.000 0.20 0.600 0.48

TB15A 1 1 1.535 0.20 0.600 0.18

TB15B 1 1 3.765 0.20 0.600 0.45

TB16 1 1 3.765 0.20 0.600 0.45

TB19A 1 1 1.800 0.20 0.600 0.22

TB19B 1 1 5.000 0.20 0.600 0.60

TB20A 2 1 2.700 0.30 0.600 0.97

2 1 3.000 0.30 0.600 1.08

TB20B 4 1 0.400 0.30 0.600 0.29

TB21 2 1 2.90 0.20 0.600 0.70

TB22 2 1 2.90 0.20 0.600 0.70

TB23A 1 1 1.20 0.20 0.600 0.14

TB23B 1 1 1.80 0.20 0.600 0.22

TB23C 1 1 1.80 0.20 0.600 0.22

TB24A 1 1 2.30 0.20 0.600 0.28

TB24B 1 1 2.30 0.20 0.600 0.28

TB14 0.5 1 2.80 0.20 0.600 0.17

Concrete for column with plinth beam

G14

C1A 1 1 0.200 0.400 0.60 0.05

C6 4 1 0.300 0.300 0.60 0.22

C6A 2 1 0.300 0.300 0.60 0.11

C7 4 1 0.300 0.300 0.60 0.22

C7A 2 1 0.300 0.300 0.60 0.11

C8 4 1 0.200 0.400 0.60 0.19

C9 4 1 0.200 0.400 0.60 0.19

C9A 1 1 0.200 0.400 0.60 0.05

C10 1 1 0.200 1.400 0.60 0.17

C11 1 1 0.200 0.400 0.60 0.05

Total Qty of G14= 16.84Cumt.G15,G11,G6 is same as G14=2*16.84 Cumt. 33.68

B5



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet



B7


Concrete for column up to Lintel level G14

C1A 1 1 0.20 0.40 2.17 0.17

C6 4 1 0.30 0.30 2.17 0.78

C6A 2 1 0.30 0.30 2.17 0.39

C7 4 1 0.30 0.30 2.17 0.78

C7A 2 1 0.30 0.30 2.17 0.39

C8 4 1 0.20 0.40 2.17 0.69

C9 3 1 0.20 0.40 1.01 0.24C9 1 1 0.20 0.40 2.17 0.17 1.01

C10 1 1 0.20 1.40 2.17 0.61

C11 1 1 0.20 0.40 2.17 0.17


G15 same as G14 4.39

B7


Concrete for Lintel G16

L1 3 1 1.500 0.300 0.200 0.27

3 1 1.800 0.300 0.200 0.32

Chhaja 7 1 1.200 0.600 0.113 0.57

L3 1 1 4.00 0.30 0.40 0.48

L1 1 1 3.00 0.30 0.20 0.18L4 1 1 4.00 0.30 0.20 0.24

L5 1 1 1.80 0.20 0.20 0.07

Chhaja 1 1 4.00 1.500 0.10 0.60

L2 2 1 3.40 0.200 0.40 0.54

2 1 2.20 0.600 0.10 0.26

L11 4 1 2.90 0.200 0.20 0.46

2 1 2.20 0.200 0.20 0.18

2 1 1.80 0.200 0.20 0.14

2 1 4.00 0.200 0.40 0.64

Chhaja 2 1 2.20 1.500 0.10 0.66

L3 2 1 1.40 0.300 0.40 0.34

L5 1 1 4.90 0.200 0.20 0.20

L10 1 1 5.00 0.200 0.20 0.20

Chhaja 1 1 5.00 1.200 0.10 0.60L9 1 1 5.00 0.300 0.40 0.60

Chhaja 1 1 5.00 0.650 0.10 0.33

L7 2 1 0.65 0.300 0.20 0.08

L8 1 1 1.55 0.300 0.20 0.09

Chhaja 1 1 1.55 0.600 0.10 0.09

Ded. -1 1 0.50 0.200 0.10 -0.01

L6 2 1 1.35 0.200 0.20 0.11

1 1 1.05 0.200 0.20 0.04


B7


RCC for Ground floor Slab - G2

For slab

Bed room-1 1 1 4.00 3.30 0.125 1.65Bed room-2 1 1 4.00 3.60 0.125 1.80

Livin Room 1 1 4.00 5.00 0.175 3.50

Dinnin 1 1 4.60 4.20 0.175 3.38

Offset 1 1 0.45 5.00 0.175 0.39

Toilet 1 & 2 2 1 2.20 1.50 0.125 0.83

Kitchen/Stud 1 1 3.15 5.00 0.125 1.97

Utilit /Toilet 03 1 1 1.40 5.10 0.125 0.89

For slab beamB1 2 1 1.80 0.20 0.450 0.32

B2 2 1 2.20 0.20 0.325 0.29

B2 - Duct 1 1 1.40 0.20 0.325 0.09

B3 2 1 4.00 0.20 0.450 0.72

B4A 2 1 3.70 0.30 0.450 1.00

B4B 2 1 1.40 0.30 0.450 0.38

B5 2 1 4.00 0.20 0.450 0.72B6A 1 1 4.00 0.30 0.450 0.54

B6A 1 1 3.90 0.30 0.450 0.53



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


B14B 2 1 0.40 0.30 0.450 0.11

B15 1 1 5.00 0.20 0.450 0.45

B16 1 1 5.00 0.20 0.450 0.45

B21 1 1 1.20 0.20 0.450 0.11

For Column with slab

C6 4 1 0.30 0.30 1.20 0.43

C6A 2 1 0.30 0.30 1.20 0.22

C7 4 1 0.30 0.30 1.20 0.43

C7A 2 1 0.30 0.30 1.20 0.22

C8 4 1 0.20 0.40 1.20 0.38

C10 1 1 0.20 1.40 1.20 0.34C11 1 1 0.20 0.40 1.20 0.10

Total Qty of G2=26.25

G3 same as G2 26.25

Staircase B6-G2 - 1st Flight

Steps 10 0.5 1.20 0.28 0.16 0.00

1st Step 1 1 1.20 0.28 0.16 0.00

West slab 1 1 1.20 3.18 0.15 0.00

Landing 1 1 1.34 2.60 0.21 0.00

2nd Flight Steps 10 1 1.00 0.28 0.16 0.00

West slab 1 1 1.00 3.21 0.15 0.00

Landing 1 1 1.40 1.54 0.15 0.00

LB1A 1 1 1.54 0.20 0.45 0.00

LB1B 1 1 3.77 0.20 0.45 0.00

LB2 1 12.60 0.20 0.45 0.00

LB3 1 1 4.75 0.20 0.45 0.00

LB4A 1 1 1.54 0.20 0.45 0.00

LB4B 1 1 4.75 0.20 0.45 0.00

B22 1 1 1.20 0.20 0.30 0.00 2.74

Column C9 3 1 0.20 0.40 0.45 0.00 2.355 2.28

Column 1A 1 1 0.20 0.40 0.19 0.00

Column C9 1 1 0.20 0.40 0.90 0.00

Total Qty of G2 = 4.84

G3 same as G2 0.00

Concrete for column Above First floor up to Lintel

level G2C6 4 1 0.30 0.30 2.17 0.78

C6A 2 1 0.30 0.30 2.17 0.39

C7 4 1 0.30 0.30 2.17 0.78

C7A 2 1 0.30 0.30 2.17 0.39

C8 4 1 0.20 0.40 2.17 0.69

Total Qty of G2= 3.03 Cumt.0.00

274.67 1304 358169.7

3.01a Providing ordinary formwork with shuttering plywood/

steel sheathing and steel supporting system so as to

give fair finish, including centering,

For Footing in Parking Structure Nr.G1 of B6

C1 8 4 1.200 0.300 0.00

Shuttering for Plinth Beam G4TB1 2 2 1.80 0.60 4.32

TB2 2 2 2.20 0.30 2.64

TB3 2 2 4.00 0.60 9.60

TB4A 1 2 1.45 0.60 1.74

1 2 1.35 0.60 1.62

TB4B 2 2 3.10 0.60 7.44

TB5A 2 1 3.90 0.60 4.68

TB5B 1 1 1.00 0.60 0.60

1 1 1.40 0.60 0.84

TB8 1 2 4.00 0.60 4.80

1 2 4.60 0.60 5.52

TB13 2 1 4.00 0.60 4.80

TB14 1 1 4.00 0.60 2.40

1 1 4.20 0.60 2.52

TB18A 2 1 1.00 0.60 1.20

TB18B 1 1 4.05 0.60 2.43

1 1 4.35 0.60 2.61

TB19A 1 1 1.70 0.60 1.02 4.051 1 1.50 0.60 0.90 4.05

TB19B 2 1 4 90 0 60 5 88



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


2 4 0.30 0.60 1.44 1.08

C3 2 1 0.20 0.60 0.24 1.23

2 1 0.40 0.60 0.48

C4 2 5 0.30 0.60 1.80 1.231

2 5 0.30 0.60 1.80 0.981

C5 2 2 0.30 0.60 0.72 0.981

2 2 0.90 0.60 2.16 1.081

C9A 2 1 0.20 0.60 0.24 1.081

2 1 0.40 0.60 0.48 1.131


G5,G12,G13 same as G4 of B6=3*133.92 401.76B5


B7


Shuttering for Plinth beam G14

TB1 2 2 1.800 0.600 4.32

TB2 2 2 2.200 0.300 2.64

TB3 2 2 4.000 0.600 9.60

TB5A 1 2 4.000 0.600 4.80

TB5A 1 2 3.900 0.600 4.68

TB5B 1 1 1.400 0.600 0.84

1 1 1.100 0.600 0.66

TB5B 1 2 1.300 0.600 1.56 2

TB6A 1 2 0.900 0.600 1.08TB6B 1 1 2.400 0.600 1.44

1 1 2.700 0.600 1.62

TB7A 2 2 3.700 0.600 8.88

TB7B 1 2 2.800 0.600 3.36

TB8 2 1 4.600 0.600 5.52

2 1 4.000 0.600 4.80

TB10A 1 2 3.150 0.600 3.78

TB10B 0.5 2 2.800 0.600 1.68

TB11 1 2 2.600 0.600 3.12

TB12 1 2 2.600 0.300 1.56

TB14 1 1 4.000 0.600 2.40

1 1 4.200 0.600 2.52

TB15A 1 2 1.535 0.600 1.84

TB15B 1 2 3.765 0.600 4.52

TB16 1 2 3.765 0.600 4.52

TB19A 1 1 1.800 0.600 1.08

1 1 1.600 0.600 0.96

TB19B 1 2 5.000 0.600 6.00

TB20A 4 2 2.700 0.600 12.96

TB20B 4 1 0.400 0.600 0.96

4 1 0.200 0.600 0.48

TB21 2 2 2.90 0.600 6.96

TB22 2 2 2.90 0.600 6.96

TB23A 1 1 1.40 0.600 0.84

1 1 1.20 0.600 0.72

TB23B 1 2 1.80 0.600 2.16

TB23C 1 2 1.80 0.600 2.16

TB24A 1 2 2.30 0.600 2.76

TB24B 1 2 2.30 0.600 2.76

TB14 0.5 1 2.60 0.600 0.78

0.5 1 2.20 0.600 0.66

Shuttering for Column with Plinth beam-G14

C1A 1 2 0.200 0.60 0.24

1 2 0.400 0.60 0.48

C6 4 2 0.300 0.60 1.44

4 2 0.300 0.60 1.44

C6A 2 2 0.300 0.60 0.72

2 2 0.300 0.60 0.72

C7 4 2 0.300 0.60 1.44

4 2 0.300 0.60 1.44

C7A 2 2 0.300 0.60 0.72

2 2 0.300 0.60 0.72

C8 4 2 0.200 0.60 0.964 2 0.400 0.60 1.92

C9 4 2 0.200 0.60 0.96



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


G10,G11 same as G14 of B6 298.84

Shuttering for column up toLintel level G4

C1 4 2 0.20 2.17 3.46

4 2 0.40 2.17 6.93 352

C2 4 2 0.30 2.17 5.20 47.520

4 2 0.30 2.17 5.20 71.280

C3 1 2 0.20 2.17 0.87 92949.120

1 2 0.40 2.17 1.73

C4 5 2 0.30 2.17 6.50

5 2 0.30 2.17 6.50

C5 2 2 0.30 2.17 2.602 2 0.90 2.17 7.79



B5


B7


Shuttering for column up to Lintel level G14

C1A 1 2 0.20 2.17 0.87

1 2 0.40 2.17 1.73

C6 4 2 0.30 2.17 5.20

4 2 0.30 2.17 5.20

C6A 2 2 0.30 2.17 2.60

2 2 0.30 2.17 2.60C7 4 2 0.30 2.17 5.20

4 2 0.30 2.17 5.20

C7A 2 2 0.30 2.17 2.60

2 2 0.30 2.17 2.60

C8 4 2 0.20 2.17 3.46

4 2 0.40 2.17 6.93

C9 3 2 0.20 1.01 1.21

3 2 0.40 1.01 2.42

C9 1 2 0.20 2.17 0.87

1 2 0.40 2.17 1.73

C10 1 2 0.20 2.17 0.87

1 2 1.40 2.17 6.06

C11 1 2 0.20 2.17 0.87

1 2 0.40 2.17 1.73

Total Qty of G14 = 59.95 Cumt.

G15 same as G14 59.95

B7

G10,G11 same as G14 of B6 59.95

Shuttering for Lintel G16

L1 3 1 1.800 0.200 1.08

3 1 1.800 0.075 0.41

L1 3 1 1.500 0.200 0.90

3 1 1.500 0.075 0.34

6 1 1.20 0.10 0.72

6 1 1.20 0.60 4.32

6 2 0.60 0.11 0.81

3 2 0.30 0.20 0.363 1 0.30 0.20 0.18

L3 1 1 4.00 0.40 1.60

1 1 4.00 0.30 1.20

L1 1 1 3.00 0.20 0.60

1 1 1.30 0.08 0.10

1 1 1.70 0.10 0.17

L4 1 1 4.20 0.20 0.84

1 1 4.00 0.10 0.40

L5 1 1 1.80 0.20 0.36

1 1 1.50 0.10 0.15

Chhaja 1 1 1.20 0.60 0.72

1 1 1.20 0.10 0.12

Side 1 2 0.60 0.11 0.14

Bottom 1 1 4.00 1.50 6.00

L2 2 2 3.40 0.40 5.44

2 1 2.00 0.60 2.40

2 2 0 50 0 10 0 20



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


L5 1 1 4.90 0.20 0.98

1 1 4.80 0.10 0.48

L10 1 1 5.60 0.20 1.12

1 1 5.00 0.10 0.50

Chhaja Bottom 1 1 5.00 1.20 6.00

L9 1 1 4.60 0.40 1.84

1 1 4.60 0.30 1.38

L7 2 1 0.65 0.20 0.26

2 1 0.45 0.10 0.09

Chhaja Bottom 1 1 5.00 0.45 2.25

Side 1 1 5.60 0.10 0.56

L8 1 1 1.55 0.20 0.31

Chhaja Bottom 1 1 1.35 0.60 0.81

Side 1 1 0.60 0.10 0.06

1 1 0.80 0.10 0.08

1 1 1.55 0.10 0.16

Ded. -1 1 0.20 0.50 -0.10

1 2 0.50 0.10 0.10

1 2 0.20 0.10 0.04

L6 2 2 1.35 0.20 1.08

2 2 0.20 0.20 0.16

1 2 1.05 0.20 0.42

1 2 0.20 0.20 0.08

Total Qty = 70.00 Sqmt.

B7

G4 same as G16 of B6 70.00Shuttering for Ground floor Slab - G2

For slab

Bed room-1 1 1 4.00 3.30 13.20

Bed room-2 1 1 4.00 3.60 14.40

Living Room 1 1 4.00 5.00 20.00

Dinning 1 1 4.60 4.20 19.32

Offset 1 1 0.45 5.00 2.25

Toilet 1 & 2 2 1 2.20 1.50 6.60

Kitchen/Study 1 1 3.15 5.00 15.75

Utility/Toilet 03 1 1 1.40 5.10 7.14

For slab beamB1 2 2 1.80 0.450 3.24

B2 2 1 2.20 0.325 1.43

2 1 2.20 0.200 0.88

B2 - Duct 1 1 1.40 0.325 0.461 1 1.40 0.200 0.28

B3 2 1 4.00 0.325 2.60

2 1 2.10 0.325 1.37

2 1 1.90 0.450 1.71

B4A 2 1 3.70 0.450 3.33

2 1 3.70 0.325 2.41

B4B 2 1 1.40 0.450 1.26

2 1 1.40 0.325 0.91

B5 2 1 4.60 0.275 2.53

2 1 4.00 0.325 2.60

B6A 1 1 4.00 0.450 1.80

1 1 4.00 0.275 1.10

B6A 1 1 3.90 0.450 1.76

1 1 3.90 0.275 1.07

B6B 1 1 1.40 0.450 0.631 1 1.40 0.325 0.46

B8A 1 2 3.15 0.325 2.05

B8B 1 2 1.40 0.325 0.91

B9A 1 1 1.40 0.450 0.63

1 1 1.20 0.450 0.54

B9B/9C 2 2 1.80 0.325 2.34

B11A/11B 2 2 2.30 0.325 2.99

B12A 2 1 2.90 0.450 2.61

2 1 1.20 0.450 1.08

2 1 1.50 0.325 0.98

B12B 1 1 2.70 0.450 1.22

1 1 2.70 0.325 0.88

B12B 1 1 3.00 0.450 1.35

1 1 3.00 0.325 0.98

B12C 2 1 0.40 0.325 0.262 1 0.20 0.325 0.13

B13 2 1 2.90 0.450 2.61



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


4 1 0.30 0.75 0.90

C6A 2 1 0.30 0.75 0.45

2 1 0.30 0.75 0.45

C7 4 1 0.30 0.75 0.90

4 1 0.30 0.75 0.90

C7A 2 1 0.30 0.75 0.45

2 1 0.30 0.75 0.45

C8 4 1 0.20 0.75 0.60

4 1 0.40 0.75 1.20

C10 1 1 0.20 0.75 0.15

1 1 1.40 0.75 1.05C11 1 1 0.20 0.75 0.15

1 1 0.40 0.75 0.30

For Column with slabC6 4 2 0.30 0.45 1.08 0.00

4 2 0.30 0.45 1.08

C6A 2 2 0.30 0.45 0.54

2 2 0.30 0.45 0.54

C7 4 2 0.30 0.45 1.08

4 2 0.30 0.45 1.08

C7A 2 2 0.30 0.45 0.54

2 2 0.30 0.45 0.54

C8 4 2 0.20 0.45 0.72

4 2 0.40 0.45 1.44

C10 1 2 0.20 0.45 0.181 2 1.40 0.45 1.26

C11 1 2 0.20 0.45 0.18

1 2 0.40 0.45 0.36


Staircase B6-G2 - 1st Flight

Steps 10 1 1.20 0.16 0.00

1st Step 1 2 0.28 0.16 0.00

West slab 1 2 3.18 0.15 0.00

West slab Bottom 1 1 2.88 1.20 0.00

Landing 1 1 1.34 2.60 0.00

2nd Flight Steps 10 0.5 0.28 0.16 0.00

West slab 1 2 3.21 0.15 0.00

West slab Bottom 1 1 2.91 1.00 0.00

Landing Bottom 1 1 1.40 1.54 0.00

Side 1 2 1.53 0.15 0.00

LB1A 1 2 1.54 0.15 0.00

LB1B 1 2 3.77 0.20 0.00

LB2 1 1 2.60 0.45 0.00

1 1 2.60 0.24 0.00

LB3 1 2 4.75 0.45 0.00

LB4A 1 2 1.54 0.20 0.00

LB4B 1 2 4.75 0.20 0.00

B22 1 2 1.20 0.15 0.00 2.74

Column C9 3 2 0.20 0.45 0.00 2.355 2.28

3 2 0.40 0.45 0.00

Column 1A 1 2 0.20 0.19 0.00

1 2 0.40 0.19 0.00

Column C9 1 2 0.20 0.90 0.00

1 2 0.40 0.90 0.00Total Qty of G2=30.43 Sqmt.

G3 same as G2 0.00

Shuttering for column Above First floor up to Lintel

level G2C6 4 2 0.30 2.17 5.20

4 2 0.30 2.17 5.20

C6A 2 2 0.30 2.17 2.60

2 2 0.30 2.17 2.60

C7 4 2 0.30 2.17 5.20

4 2 0.30 2.17 5.20

C7A 2 2 0.30 2.17 2.60

2 2 0.30 2.17 2.60

C8 4 2 0.20 2.17 3.46

4 2 0.40 2.17 6.93Total Qty of G2= 3.03 Cumt.



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


-4 1 1.200 0.350 0.200 -0.34

2 1 17.950 0.300 1.685 18.15 2.98

Vertical wall Exc.Level=2.980mt.,Block Masonary Top

= 5.140mt.1

115.600 0.600 0.200 1.87 3.455

1 1 15.600 0.450 0.200 1.40 1.685

1 1 15.600 0.300 1.230 5.76

Front side wall 2 1 5.050 0.600 0.200 1.21

2 1 5.050 0.450 0.200 0.91

2 1 5.050 0.300 1.230 3.731.00 mt Offset From Bldg. 1 1 1.150 0.600 0.200 0.14

1 1 1.150 0.450 0.200 0.10

1 1 1.150 0.300 1.685 0.58

→ G4 block masonary u to lintel level - B6Grid 16A-15A 1 1 1.400 0.30 2.165 0.91

Grid K/15A-14A 1 1 3.900 0.30 2.165 2.53

Grid K-L/E-C/14A/12A 2 1 2.700 0.30 2.165 3.51

2 1 3.000 0.30 2.165 3.90

Grid 10A-12A/K,E 2 1 2.65 0.30 2.165 3.44

Grid 14A-12A/K,C 4 1 0.40 0.30 2.165 1.04

Grid 09A-10A/K,E 2 1 1.50 0.30 2.165 1.95

Enterance 1 1 1.00 0.40 2.165 0.87

Ded for W1 -5 1 1.20 0.30 1.600 -2.88

Ded for W2 -2 1 1.20 0.30 1.200 -0.86

Ded for GD1 -1 1 1.10 0.30 2.100 -0.69

Total of G4=13.72 Cumt.

G13 of B6 same as G4=13.72 13.72

→ B5G1,G4,G12 same as G4 of B6 41.16

→ B7G8 same as G4 of B6 13.72

→ G14 block masonary up to lintel levelGrid 16A-15A -Nr.D1 1 1 1.40 0.300 2.165 0.91

Enterance 1 1 1.30 0.300 2.165 0.84

1 1 0.40 0.300 2.165 0.26

Grid K/15A-14A - Livin 1 1 3.90 0.300 2.165 2.53

Grid K-L/E-C/14A/12A - Bedroom-1 2 1 2.70 0.300 2.165 3.51

Bedroom-2 2 1 3.00 0.300 2.165 3.90

Grid 10A-12A/K,E - Kitchen/Stud 2 1 3.10 0.30 2.165 4.03

Grid 14A-12A/K,C - Dinnin 4 1 0.40 0.30 2.165 1.04

Grid 09A-10A/K,E 2 1 1.40 0.30 2.165 1.82

Enterance 1 1 1.00 0.40 2.165 0.87

Ded for W1 -5 1 1.20 0.30 1.600 -2.88

Ded for W2 -2 1 1.20 0.30 1.200 -0.86

Ded for GD1 - Utilit -1 1 1.10 0.30 2.100 -0.69

W6 - Toilet -1 1 0.60 0.30 1.200 -0.22

Total Qt of G14=15.06 Cumt.

→ G15 is same as G14 =15.06 15.06

→ B7G2,G3 same as G4 of B6 30.12

→ G1 Block masonary u to slabGrid 16A-15A Entarance 1 1 1.400 0.300 2.915 1.22

Grid K/15A-14A - Living room 1 1 3.900 0.300 2.915 3.41

Grid K-L/E-C/14A/12A - Bedroom - 1 2 1 2.700 0.300 2.915 4.72

Bedroom - 2 2 1 3.000 0.300 2.915 5.25

Grid 10A-12A/K,E Kitchen/Study 2 1 2.65 0.30 2.915 4.63

Grid 14A-12A/K,C 4 1 0.40 0.30 2.915 1.40

Grid 09A-10A/K,E 2 1 1.50 0.30 2.915 2.62

Enterance 1 1 1.00 0.40 2.165 0.87

Dinning above loft 1 1 5.00 0.30 0.933 1.40 0.35

Ded for W1 -5 1 1.20 0.30 1.600 -2.88

Ded for W2 -2 1 1.20 0.30 1.200 -0.86

Ded for GD1 -1 1 1.10 0.30 2.100 -0.69

FG1 -2 1 1.20 0.30 0.550 -0.40

Lintel Beam for L1 -6 1 1.50 0.30 0.200 -0.54

-1 1 1.80 0.30 0.200 -0.11

L8 -1 1 1.35 0.30 0.200 -0.08

Verandah -1 1 1.60 0.30 0.100 -0.05 2.915

Total Qty.=19.91

Less for pre. Paid -13.72

→ G2 block masonary u to slab



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


Verandah -1 1 1.60 0.30 0.100 -0.05 2.915

Ded for W1 -5 1 1.20 0.30 1.600 -2.88

Ded for W2 -2 1 1.20 0.30 1.200 -0.86 w3

Ded for GD1 - Utilit -1 1 1.10 0.30 2.100 -0.69 d4

W6 - Toilet -1 1 0.60 0.30 1.200 -0.22 d4


→ G3 same as G2 20.28

Less for aid for G2 block -15.06

→ G2 Block masonary at First floor u to lintelGrid K/15A-14A - Livin room 1 1 3.90 0.30 2.165 2.53

1 1 4.00 0.30 2.165 2.60


Bedroom - 2 2 1 3.00 0.30 2.165 3.90

Grid 10A-12A/K,E Kitchen/Stud 2 1 2.65 0.30 2.165 3.44

Grid 14A-12A/K,C 4 1 0.40 0.30 2.165 1.04

Grid 09A-10A/K,E 2 1 1.30 0.30 2.165 1.69

Enterance 1 1 1.00 0.40 2.165 0.87

Ded for W1 -6 1 1.20 0.30 1.600 -3.46

Ded for W2 -2 1 1.20 0.30 1.200 -0.86

Total Qt of G2 = 15.26 Cumt.

G3 same as G2 15.26 39920.16

1.515

245.69

b) For 200 mm thick wall

U to Courtyard Level

Vertical wall 2 1 17.900 1.200 42.96Back side - Horizontal wall 1 1 15.700 1.200 18.84

Front side wall 1 1 5.050 1.200 6.06

1.00 mt Offset From Bldg. 1 1 1.000 1.200 1.20

From Duct to Parking 1 1 13.800 1.200 16.56

→ G4 block masonary u to lintel level Smt.

Grid 16A/K-I 1 1 1.000 2.165 2.17

Grid 15A/E-I 1 1 3.900 2.165 8.44

Grid 15A/E-D 1 1 1.700 2.165 3.68

Grid E/15A-14A 1 1 4.00 2.165 8.66

Grid 14A-12A/L 2 1 4.000 2.165 17.32

Grid 13A-12A/M 2 1 2.200 2.165 9.53

Grid 13A-12A/N 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11Grid 13A,14A/J,F 2 1 0.900 2.165 3.90

Grid 11A,10A,09A/K-E 2 1 5.000 2.165 21.65

Grid 9A/K-E 1 1 5.600 2.165 12.12

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for W7 -1 1 0.450 0.900 -0.41

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30


G13 same as G4=106.52 106.52

B5G1,G4,G12 same as G4 of B6 319.56

B7G8 same as G4 of B6 106.52

→G14 block masonary u to lintel levelGrid 16A/K-I - Enterance 1 1 1.700 2.165 3.68

Grid 15A/E-I - Living 1 1 4.000 2.165 8.66

Grid 15A/E-D - Ver/Outside 1 1 0.600 2.165 1.30

Grid E/15A-14A 1 1 4.00 2.165 8.66

Grid 14A-12A/L - Bedroom 2 1 4.000 2.165 17.32

Grid 13A-12A/M - Bedroom Toilet 2 1 2.200 2.165 9.53

Grid 13A-12A/N - Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11

Grid 13A,14A/J,F-Dinnin 2 1 0.900 2.165 3.90

Grid 03/E-K - Kitchen/Stud 2 1 2.300 2.165 9.96

Grid 02/E-K 2 1 1.800 2.165 7.79

Duct 1 1 1.200 2.165 2.60

1 1 1.600 2.165 3.46

Grid 9A/K-E 1 1 2.900 2.165 6.28

Ded for W3 -11 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for D2 -2 1 0.900 2.100 -3.78

D d f D3 4 1 0 750 2 100 6 30



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


Grid 13A,14A/J,F Bedroom 2 1 0.900 2.165 3.90

2 1 4.000 0.750 6.00

2 1 4.000 0.583 4.66

Grid 13A-12A/M Toilet/Duct 2 1 2.200 2.165 9.53

Grid 13A-12A/N Toilet/Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N Toilet/duct 4 1 2.900 2.165 25.11

Grid 11A,10A,09A/K-E Kitchen/Stud 1 1 5.000 2.165 10.83

1 1 5.000 2.615 13.08

1 1 5.000 2.915 14.58

Grid 9A/K-E Livin room 1 1 4.000 2.915 11.66

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for W7 -1 1 0.450 0.900 -0.41

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30

Duct -2 1 0.600 0.600 -0.72

L2 -2 1 2.500 0.400 -2.00

L3 -1 1 4.000 0.400 -1.60

L12 -2 1 4.000 0.400 -3.20

L6 -2 1 1.350 0.200 -0.54


Less for paid -104.51

→ G2 block masonary u to ground floor slab Smt.

Grid 16A/K-I - Enterance 1 1 1.700 2.915 4.96

Grid 15A/E-I - Living 1 1 3.900 2.915 11.37


Grid E/15A-14A Liv ing 1 1 4.00 2.165 8.66

Grid 14A-12A/L - Bedroom 2 1 4.000 2.915 23.32


Grid 13A-12A/N - Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11

Grid 13A,14A/J,F-Dinning 2 1 0.900 2.165 3.90

2 1 4.000 0.750 6.00

Grid 03/E-K -Betn. Kitchen/Dinning 2 1 2.300 2.165 9.96

Grid 02/E-K -Betn.Kitchen/Utility 2 1 1.800 2.915 10.49

Duct 1 1 1.200 2.165 2.60

1 1 1.600 2.165 3.46

L2 -2 1 2.500 0.400 -2.00

L3 -1 1 4.000 0.400 -1.60

L12 -2 1 4.000 0.400 -3.20

L6 -2 1 1.350 0.200 -0.54

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30


→ G3 same as G2 107.67

Less for aid for G2 Block -102.60

G2 Block masonary at First floor u to lintelNr.Livin room 2 1 1.400 2.165 6.06

2 1 1.500 2.165 6.50

Grid 14A-12A/L - Bedroom 2 1 4.000 2.165 17.32


Grid 13A-12A/N - Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11

Grid 13A,14A/J,F-Dinnin 2 1 0.900 2.165 3.90

Grid 03/E-K - Kitchen/Stud 2 1 5.000 2.165 21.65

Duct 1 1 1.200 2.165 2.60

1 1 1.600 2.165 3.46

Grid 9A/K-E 1 1 5.600 2.165 12.12

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for D3 -4 1 0.750 2.100 -6.30


G3 same as G2 107.82 43020.18

1494.47

7.01c Providing and laying average 6 mm thick single coat

mala finish plaster in CM 1:4, on RCC surfaces viz.

ceilings and stair soffits etc. at all floors, all shapes

House B6 - G1 Ceiling Plaster Sqmt.For slab



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


-1 1 0.20 0.60 -0.12

-1 1 0.20 1.00 -0.20

-1 1 0.40 1.00 -0.40

Utilit 1 1 1.35 0.90 1.22

House B6 - G1 Botom of Chhaja S mt.

To & Bottom of Chha a 7 2 0.600 1.200 10.08

Ceilin Passa e 1 1 3.750 5.600 21.00

Beam side 2 1 0.325 3.750 2.44

Total Qt = 167.06

166.90 143.46

7.02b.1

Providing and laying average 12 mm thick single coat

mala f inish plaster in CM 1:6, on sides of br ickwork/

blocks at all floors, all shapes and all heights with

necessary scaffolding, curing, making grooves,

House B6 - G1 Internal Plaster Sqmt.

Living room 1 3.0 4.00 3.075 36.90

Slant wall 2 2.0 2.50 3.658 36.58

Ded for Opening -1 0.5 1.00 2.025 -1.01

Dinning 2 1.0 4.60 3.658 33.65

Bed Room 1 & 2 2 2.0 4.00 3.658 58.52

2 1.0 3.30 3.075 20.30

2 1.0 3.60 3.075 22.14

Cupboard 2 2.0 0.50 2.125 4.25

2 2.0 0.60 2.125 5.10

Offset 2 2.0 0.45 3.075 5.54Dnning/Study 1 1.0 5.60 3.558 19.92

Study 2 1.0 2.45 2.775 13.60

1 1.0 3.15 2.775 8.74

1 1.0 3.15 2.775 8.74

Kitchen 2 1.0 2.45 0.675 3.31

1 1.0 3.15 0.675 2.13 2.775

1 1.0 3.15 0.675 2.13

Duct 01 2 1.0 2.20 2.025 8.91

2 1.0 1.20 2.025 4.86

Duct 02 2 1.0 2.20 2.025 8.91

2 1.0 1.20 2.025 4.86

Toilet 03A 2 1.0 2.45 0.675 3.31

2 1.0 1.35 0.675 1.82

Utilit 2 1.0 2.45 2.060 10.09

2 1.0 1.35 2.060 5.56verandah 1 1.0 1.80 2.025 3.65

Enterance 1 1.0 1.00 2.025 2.03

1 1.0 1.00 2.025 2.03

1 1.0 0.20 2.025 0.41

1 1.0 1.00 2.025 2.03

1 1.0 0.40 2.025 0.81

2 1.0 0.60 2.025 2.43

2 1.0 0.20 2.025 0.81

W4 -2 0.5 0.80 1.200 -0.96

W1 -5 0.5 1.20 1.600 -4.80

W2 -2 0.5 1.20 1.200 -1.44

W3 -1 0.5 0.90 1.600 -0.72

W5 -2 0.5 0.45 1.600 -0.72

GD1 -1 0.5 1.10 2.025 -1.11

FG1 -2 0.5 1.20 0.550 -0.66D2 -2 1.0 0.90 2.025 -3.65

D2 -2 0.5 0.90 2.025 -1.82

D3 -1 0.5 0.75 1.310 -0.49

D4 -1 1.0 1.80 2.025 -3.65

Jambs 2 1.0 0.20 2.025 0.81

1 1.0 0.20 1.800 0.36

324.21 33717.84 491.11 26431.54

7.04.a

Providing and laying average 18-20 mm. thick Sand

face cement plaster on walls upto any height above

ground level and for all shapes consisting of average

12-15 mm. thick backing coat of CM 1:6 (1 cement: 6

House B6 - G1 O/Side Plaster S mt.

Duct O/side 3 1.0 3.10 2.75 25.58

1 1.0 3.10 2.45 7.602 1.0 2.60 2.75 14.30

Bedroom side wal l 1 1.0 2.00 3.30 6.60



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


Bed room Wall 1 1.0 3.30 3.300 10.89

Bed room Wall Slope Portion 2 1.0 4.60 0.583 5.36

Side 7 2 0.600 0.113 0.95 0.000625

Pro ection O/side of Bedroom 2 1 3.000 0.450 2.70 #REF!

2 1 3.300 0.450 2.97

O/side of Livin room 2 1 5.300 0.450 4.77

To of beam 2 1 3.300 0.300 1.98

O/side of beam 2 1 3.300 0.300 1.98

To of beam 2 1 3.600 0.300 2.16

O/side of beam 2 1 3.600 0.300 2.16

Livin room beam O/side 2 1 5.600 0.200 2.24

Livin room Slo in beam 2 1 2.760 0.200 1.10

O/side 2 1 2.760 0.335 1.85

Bedroom Slo in beam 2 1 2.310 0.200 0.92

O/side 2 1 2.310 0.335 1.55

Ed e of Verandah chha a 1 1 4.200 0.100 0.42

1 1 1.400 0.100 0.14

Ed e of Dinnin chha a 2 1 0.450 0.100 0.09

W1 -4 0.5 1.20 1.600 -3.84

Jambs 4 2.0 0.30 1.600 3.84

4 2.0 0.30 1.200 2.88

W2 -2 0.5 1.20 1.200 -1.44

Jambs 2 2.0 0.30 1.200 1.44

2 2.0 0.30 1.200 1.44

W5 -2 0.5 0.45 1.600 -0.72

Jambs 2 2.0 0.20 1.600 1.28

2 2.0 0.20 0.450 0.36

GD1 -1 0.5 1.10 2.025 -1.11

Jambs 1 2.0 0.20 2.025 0.81 2.3

1 1.0 0.20 1.100 0.22

FG1 -2 1.0 1.20 0.550 -1.32

Jambs 2 2.0 0.30 1.200 1.44

2 2.0 0.30 0.550 0.66

242.47 43402.13 31319.365 57

9.08.a

Providing and laying average 25mm thick hand

dressed/machine cut green polished kotah of approved

quality, selected and sorted for uniform colour, in floor,

House B6 - G1 PKS Flooring Sqmt.

14A-12A/C-F Bed room-1 1 1 4.000 3.300 13.20

Bed room-2 1 1 4.000 3.600 14.402 1 2.000 0.600 2.40

Dinning 1 1 2.200 3.200 7.04

1 1 1.650 4.200 6.93

1 1 1.200 4.200 5.04

Door D2 2 1 0.900 0.200 0.36

Living Room 1 1 4.000 5.000 20.00

11A-10A/K-E - Study/Kitchen 2 1 3.150 2.425 15.28 #REF!

16A-15A/A-K Enterance 1 1 1.200 1.000 1.20 #REF!

1 1 1.000 1.000 1.00

1 1 1.400 2.700 3.78

1 1 1.200 0.600 0.72

15A-14A/D-E Verandah 1 1 4.000 1.800 7.20

Ded for Wall -1 1 0.200 0.600 -0.12

0.00

98.43 70377.45

8.09.b

Providing and laying 60 mm. thick water proof cement

concrete flooring for IPS in 1:2:4 (1 Cement : 2 Sand : 4

Graded Aggregate 20mm nominal size) on RCC floors

House B6 - G1 IPS on Roof Slab S mt.

Grid H-L/14A-12A - Bedroom 1 Side 1 2 4.35 2.31 20.10

Grid H-C/14A-12A - Bedroom 2 Side 1 2 4.65 2.31 21.48

Grid K-A/13A-16A - Livin room 1 2 6.70 2.76 36.98

Grid K-E/13A-12A 1 2 1.00 2.76 5.52

Bedroom Slab Beam 2 1 3.300 0.300 1.98

Living room Slab beam 2 1 3.900 0.300 2.34

Kitchen/Study Slab beam 2 1 4.300 0.300 2.58

0.00

90.98 65050.7

Providing and laying RCC M20 (Design mix with



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


Vertical wall 2 1 17.900 0.200 0.075 0.00 5.37

Back side - Horizontal wall 1 1 15.700 0.200 0.075 0.00 2.355

Front side wall 1 1 5.050 0.200 0.075 0.00 0.7575

1.00 mt Offset From Bldg. 1 1 1.000 0.200 0.075 0.00 0.15

From Duct to Parking 1 1 13.800 0.200 0.075 0.00 2.07

House Type B6 Grade Slab-G1

14A-12A/C-F Bed room-1 1 1 4.000 3.300 0.100 1.32

14A-12A/J-L Bed room-2 1 1 4.000 3.600 0.100 1.44

15A-14A/D-E Verandah 1 1 4.000 1.600 0.100 0.64Dinning 1 1 5.050 4.200 0.100 2.12

Living Room 1 1 4.000 5.000 0.100 2.00

16A-15A/A-K Enterance 1 1 1.200 1.000 0.100 0.12 6.

1 1 1.000 1.000 0.100 0.10 13

1 1 1.400 2.700 0.100 0.38 12

1 1 1.200 0.600 0.100 0.07 5.


House Type B6 Grade Slab-G2

14A-12A/C-F Bed room-1 1 1 4.000 3.300 0.100 0.00

14A-12A/J-L Bed room-2 1 1 4.000 3.600 0.100 0.00

15A-14A/D-E Verandah 1 1 4.000 1.600 0.100 0.00

Dinning 1 1 5.050 4.200 0.100 0.00

Living Room 1 1 4.000 5.000 0.100 0.00

16A-15A/A-K Enterance 1 1 1.000 2.000 0.100 0.00

1 1 0.200 1.700 0.100 0.00


9.77 34722.58

1.15

Carrying out pre construction anti-termite treatment for

all types of structure without basement with RCC

foundation/RCC wall or with load bearing wall

House B6 - G1 S mt.

Kitchen/Atudy room side 1 1 5.550 5.600 31.08

Duct side 2 1 2.600 3.100 16.12

Middle Portion,Bedroom/Dinning 1 1 4.600 11.900 54.74

Living room 1 1 5.600 5.600 31.36

Verandah 1 1 4.200 1.700 7.14

Total Qty of G1 = 140.44 Sqmt.

G4,G16 same as G1 280.88

B5


B7


House B6 - G2 0.00

Kitchen/Atudy room side 1 1 5.400 5.600 30.24

Duct 1 1 1.600 1.400 2.24

Duct side/Bedroom 2 1 2.600 3.100 16.12

Middle Portion,Bedroom/Dinning 1 1 4.600 11.900 54.74

Living room 1 1 5.600 5.600 31.36

Verandah 1 1 4.200 1.700 7.14

Staircase 1 1 3.000 6.100 18.30

Total Qty of G1 = 160.14 Sqmt.

G3 same as G2 160.14B7


0.00

1483.20 1060488

4.09






U to Courtyard Level

Back side - Horizontal wall2

117.800 0.600 0.200 4.27

2 1 17.800 0.450 0.200 3.20

Ded for Juction of Footing & Block Masonary 4 1 1 200 0 275 0 100 0 13



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


1.00 mt Offset From Bldg. 1 1 0.775 0.600 0.200 0.09

1 1 0.775 0.450 0.200 0.07

1 1 0.775 0.300 1.685 0.39

→ G4 block masonary u to lintel level - B6

Grid 16A-15A 1 1 1.400 0.30 2.165 0.91

Grid K/15A-14A 1 1 3.900 0.30 2.165 2.53

Grid K-L/E-C/14A/12A 2 1 2.700 0.30 2.165 3.51

2 1 3.000 0.30 2.165 3.90

Grid 10A-12A/K,E 2 1 2.65 0.30 2.165 3.44

Grid 14A-12A/K,C 4 1 0.40 0.30 2.165 1.04Grid 09A-10A/K,E 2 1 1.50 0.30 2.165 1.95

Enterance 1 1 1.00 0.40 2.165 0.87

Ded for W1 -5 1 1.20 0.30 2.165 -3.90

Ded for W2 -2 1 1.20 0.30 2.165 -1.56

Ded for GD1 -1 1 1.10 0.30 2.100 -0.69


G16,G13 of B6 same as G4=12.00 24.00

→ B5G1,G4 same as G4 of B6 24.00

→ B7G4,G5,G8 same as G4 of B6 36.00

→ G14 block masonary u to lintel levelGrid 16A-15A -Nr.D1 1 1 1.40 0.300 2.165 0.91

Enterance 1 1 1.30 0.300 2.165 0.84

1 1 0.40 0.300 2.165 0.26Grid K/15A-14A - Living 1 1 3.90 0.300 2.165 2.53


Bedroom-2 2 1 3.00 0.300 2.165 3.90

Grid 10A-12A/K,E - Kitchen/Study 2 1 3.10 0.30 2.165 4.03

Grid 14A-12A/K,C - Dinning 4 1 0.40 0.30 2.165 1.04

Grid 09A-10A/K,E 2 1 1.40 0.30 2.165 1.82

Enterance 1 1 1.00 0.40 2.165 0.87

Ded for W1 -5 1 1.20 0.30 2.165 -3.90

Ded for W2 -2 1 1.20 0.30 2.165 -1.56

Ded for GD1 - Utility -1 1 1.10 0.30 2.100 -0.69

W6 - Toilet -1 1 0.60 0.30 1.200 -0.22


→ B7G2,G3,G6,G7 same as G4 of B6 53.36

→G1 Block masonary u to slabGrid 16A-15A Entarance 1 1 1.400 0.300 2.915 1.22

Grid K/15A-14A - Living room 1 1 3.900 0.300 2.915 3.41


Bedroom - 2 2 1 3.000 0.300 2.915 5.25

Grid 10A-12A/K,E Kitchen/Study 2 1 2.65 0.30 2.915 4.63

Grid 14A-12A/K,C 4 1 0.40 0.30 2.915 1.40

Grid 09A-10A/K,E 2 1 1.50 0.30 2.915 2.62

Enterance 1 1 1.00 0.40 2.165 0.87

Dinning above loft 1 1 5.00 0.30 0.300 0.45

Ded for W1 -5 1 1.20 0.30 2.165 -3.90

Ded for W2 -2 1 1.20 0.30 2.165 -1.56

Ded for GD1 -1 1 1.10 0.30 2.100 -0.69

FG1 -2 1 1.20 0.30 0.550 -0.40

Lintel Beam for L1 -6 1 1.50 0.30 0.200 -0.54

-1 1 1.80 0.30 0.200 -0.11L8 -1 1 1.35 0.30 0.200 -0.08

Verandah -1 1 1.60 0.30 0.100 -0.05 2.915

Total Qt .=18.19

→ G2 block masonary u to slabGrid 16A-15A -Nr.D1 1 1 1.40 0.300 2.915 1.22

Enterance 1 1 1.30 0.300 2.915 1.14

1 1 0.40 0.300 2.915 0.35

Grid K/15A-14A - Livin 1 1 3.90 0.300 2.915 3.41


Bedroom-2 2 1 3.00 0.300 2.915 5.25

Grid 10A-12A/K,E - Kitchen/Stud 2 1 3.10 0.30 2.915 5.42

Grid 14A-12A/K,C - Dinnin 4 1 0.40 0.30 2.915 1.40

Grid 09A-10A/K,E 2 1 1.40 0.30 2.915 2.45

Enterance 1 1 0.30 0.40 2.915 0.35

Lintel Beam for L1 -6 11.50

0.300.200 -0.54

-1 1 1.80 0.30 0.200 -0.11

L8 -1 1 1.35 0.30 0.200 -0.08

V d h 1 1 1 60 0 30 0 100 0 05 2 915



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


Grid 14A-12A/K,C 4 1 0.40 0.30 2.165 1.04

Grid 09A-10A/K,E 2 1 1.30 0.30 2.165 1.69

Enterance 1 1 1.00 0.40 2.165 0.87

Ded for W1 -6 1 1.20 0.30 2.165 -4.68

Ded for W2 -2 1 1.20 0.30 2.165 -1.56

Total Qt of G2 = 13.34 Cumt.

G3 same as G2 13.34 34897.44

Less fro Paid in RA-02 a e no.-142 -13.72



1.515

175.85

b) For 200 mm thick wall

U to Courtyard LevelVertical wall 1 1 17.900 1.200 21.48

Back side - Horizontal wall 1 1 15.700 1.200 18.84

Front side wall 1 1 5.050 1.200 6.06

1.00 mt Offset From Bldg. 1 1 1.000 1.200 1.20

→ G4 block masonary u to lintel level Smt.

Grid 16A/K-I 1 1 1.000 2.165 2.17

Grid 15A/E-I 1 1 3.900 2.165 8.44

Grid 15A/E-D 1 1 1.700 2.165 3.68

Grid E/15A-14A 1 1 4.00 2.165 8.66

Grid 14A-12A/L 2 1 4.000 2.165 17.32Grid 13A-12A/M 2 1 2.200 2.165 9.53

Grid 13A-12A/N 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11

Grid 13A,14A/J,F 2 1 0.900 2.165 3.90

Grid 11A,10A,09A/K-E 2 1 5.000 2.165 21.65

Grid 9A/K-E 1 1 5.600 2.165 12.12

Add for W1 Offset 5 1 1.20 0.565 3.39

Add for W2 Offset 2 1 1.20 0.965 2.32

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for W7 -1 1 0.450 0.900 -0.41

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30


G16,G13 same as G4=112.23 224.46B5G1,G4 same as G4 of B6 224.46

B7G4,G5,G8 same as G4 of B6 336.69

→ G14 block masonary u to lintel levelGrid 16A/K-I - Enterance 1 1 1.700 2.165 3.68

Grid 15A/E-I - Living 1 1 4.000 2.165 8.66


Grid E/15A-14A 1 1 4.00 2.165 8.66

Grid 14A-12A/L - Bedroom 2 1 4.000 2.165 17.32


Grid 13A-12A/N - Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11


Grid 03/E-K - Kitchen/Study 2 1 2.300 2.165 9.96Grid 02/E-K 2 1 1.800 2.165 7.79

Duct 1 1 1.200 2.165 2.60

1 1 1.600 2.165 3.46

Grid 9A/K-E 1 1 2.900 2.165 6.28

Add for W1 Offset 5 1 1.20 0.565 3.39

Add for W2 Offset 2 1 1.20 0.965 2.32

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30


B7

G2,G3,G6,G7 same as G4 of B6 433.24

→ G1 block masonary u to slab Smt.

Grid 16A/K-I Enterance 1 1 1.000 2.165 2.171 1 0.600 2.165 1.30

Grid 15A/E-I 1 1 3.900 2.165 8.44



4

Period

Date of Submission


House Type B6

Item






Measurement Sheet


1 1 5.000 2.915 14.58

Grid 9A/K-E Livin room 1 1 4.000 2.915 11.66

Add for W1 Offset 5 1 1.20 0.565 3.39

Add for W2 Offset 2 1 1.20 0.965 2.32

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for W7 -1 1 0.450 0.900 -0.41

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30

Duct -2 1 0.600 0.600 -0.72

L2 -2 1 2.500 0.400 -2.00

L3 -1 1 4.000 0.400 -1.60

L12 -2 1 4.000 0.400 -3.20

L6 -2 1 1.350 0.200 -0.54 28.234 18.19


→ G2 block masonary u to ground floor slab Smt.

Grid 16A/K-I - Enterance 1 1 1.700 2.915 4.96

Grid 15A/E-I - Living 1 1 3.900 2.915 11.37


Grid E/15A-14A Living 1 1 4.00 2.165 8.66

Grid 14A-12A/L - Bedroom 2 1 4.000 2.915 23.32


Grid 13A-12A/N - Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11


2 1 4.000 0.750 6.00

Grid 03/E-K -Betn. Kitchen/Dinning 2 1 2.300 2.165 9.96

Grid 02/E-K -Betn.Kitchen/Utility 2 1 1.800 2.915 10.49

Duct 1 1 1.200 2.165 2.60

1 1 1.600 2.165 3.46

L2 -2 1 2.500 0.400 -2.00

L3 -1 1 4.000 0.400 -1.60

L12 -2 1 4.000 0.400 -3.20

L6 -2 1 1.350 0.200 -0.54

Add for Offset W1 5 1 1.20 0.565 3.39

Add for Offset for W2 2 1 1.20 0.965 2.32 w3

Ded for W3 -1 1 0.900 1.600 -1.44

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for D2 -2 1 0.900 2.100 -3.78

Ded for D3 -4 1 0.750 2.100 -6.30


→ G3 same as G2 113.38 22.676 18.56

G2 Block masonary at First floor u to lintelNr.Livin room 2 1 1.400 2.165 6.06

2 1 1.500 2.165 6.50

Grid 14A-12A/L - Bedroom 2 1 4.000 2.165 17.32


Grid 13A-12A/N - Duct 2 1 1.800 2.165 7.79

Grid 13A-12A/L-N 4 1 2.900 2.165 25.11


Grid 03/E-K - Kitchen/Study 2 1 5.000 2.165 21.65

Duct 1 1 1.200 2.165 2.60

1 1 1.600 2.165 3.46

Grid 9A/K-E 1 1 5.600 2.165 12.12

Add for Offset W1 6 1 1.20 0.565 4.07

Add for Offset for W2 2 1 1.20 0.965 2.32 w3

Ded for W4 -2 1 0.800 1.200 -1.92

Ded for D3 -4 1 0.750 2.100 -6.30


G3 same as G2 114.21 45569.79

Less fro Paid in RA-02 page no.-141 -104.51



1367.44



4

Period

Date of Submission

Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007Type B7

Item






Excavation for Foundation Blockwork B7

Grid A/05-08 G6,G7-Front 2 1 6.900 0.750 1.000 10.35

Grid 08/A-E 2 1 6.350 0.750 1.000 9.53

19.88

1.10 Filling with soil obtained from outside in foundations

and linth

cum

House B7 - G4 Earth filling below Plinth

NGl=4.350,Filling Top=4.885.

Sqmt.

Kitchen/Atudy room side 1 1 5.550 5.600 0.535 16.63

Duct side 2 1 2.600 3.100 0.535 8.62

Middle Portion,Bedroom/Dinning 1 1 4.600 11.900 0.535 29.29

Living room 1 1 5.600 5.600 0.535 16.78

Verandah 1 1 4.200 1.700 0.535 3.82

Ded for PCC below PB-G4 0

TB1 2 1.80 0.35 0.075 -0.09 0.15 4.8

TB2 2 2.20 0.35 0.075 -0.12

TB3 2 4.00 0.35 0.075 -0.21

TB4A 2 1.35 0.45 0.075 -0.09TB4B 2 3.10 0.45 0.075 -0.21

TB5A 1 3.90 0.45 0.075 -0.13

TB5B 1 1.40 0.45 0.075 -0.05

TB8 2 4.00 0.35 0.075 -0.21

TB13 1 4.00 0.35 0.075 -0.11

TB14 1 4.00 0.35 0.075 -0.11

TB18A 1 1.00 0.35 0.075 -0.03 0.075

TB18B 1 4.05 0.55 0.075 -0.17 84.825

TB19A 1 1.70 0.35 0.075 -0.04

TB19B 1 4.90 0.35 0.075 -0.13

TB20A 2 3.00 0.45 0.075 -0.20

TB20A 2 2.70 0.45 0.075 -0.18

TB20B 4 0.40 0.45 0.075 -0.05

TB21 2 2.90 0.35 0.075 -0.15TB22 2 2.90 0.35 0.075 -0.15

TB25 1 5.00 0.35 0.075 -0.13

TB26 2 5.00 0.35 0.075 -0.26

Ded for RCC for PB-G4 Cumt.

TB1 2 1.80 0.20 0.325 -0.23 0.325

TB2 2 2.20 0.20 0.300 -0.26

TB3 2 4.00 0.20 0.325 -0.52

TB4A 2 1.35 0.30 0.325 -0.26

TB4B 2 3.10 0.30 0.325 -0.60

TB5A 1 3.90 0.30 0.325 -0.38

TB5B 1 1.40 0.30 0.325 -0.14

TB8 2 4.00 0.20 0.325 -0.52

TB13 1 4.00 0.20 0.325 -0.26

TB14 1 4.00 0.20 0.325 -0.26

TB18A 1 1.00 0.20 0.325 -0.07

TB18B 1 4.05 0.40 0.325 -0.53

TB19A 1 1.70 0.20 0.325 -0.11

TB19B 1 4.90 0.20 0.325 -0.32

TB20A 2 3.00 0.30 0.325 -0.59

TB20A 2 2.70 0.30 0.325 -0.53

TB20B 4 0.40 0.30 0.325 -0.16

TB21 2 2.90 0.20 0.325 -0.38

TB22 2 2.90 0.20 0.325 -0.38

TB25 1 5.00 0.20 0.325 -0.33

TB26 2 5.00 0.20 0.325 -0.65

Ded for Column with Plinth beam -G4

C1 4 0.20 0.40 0.325 -0.10

C2 4 0.30 0.30 0.325 -0.12

C3 1 0.20 0.40 0.325 -0.03C4 5 0.30 0.30 0.325 -0.15

C5 2 0 30 0 90 0 325 -0 18

01/03/10 to 31/03/10



Measurement Sheet



Location: Mundra



4

Period

Date of Submission


Item


01/03/10 to 31/03/10



Measurement Sheet



Location: Mundra

Ded for Above PB & Column -10.91

House B7 - G6 Earth filling below Plinth

NGl=4.350,Filling Top=4.785.

Kitchen/Atudy room side 1 1 5.400 5.600 0.435 13.15

Duct 1 1 1.600 1.400 0.435 0.97

Duct side/Bedroom 2 1 2.600 3.100 0.435 7.01

Middle Portion,Bedroom/Dinning 1 1 4.600 11.900 0.435 23.81

Living room 1 1 5.600 5.600 0.435 13.64

Verandah 1 1 4.200 1.700 0.435 3.11

Staircase 1 1 3.000 6.100 0.435 7.96

Total Qty of Earth filling for G6= 57.06 Cumt.Ded for PCC below Plinth beam G6

TB1 2 1 1.800 0.35 0.075 -0.09

TB2 2 1 2.200 0.35 0.075 -0.12

TB3 2 1 4.000 0.35 0.075 -0.21

TB5A 1 1 4.000 0.45 0.075 -0.14

TB5A 1 1 3.900 0.45 0.075 -0.13

TB5B 1 1 1.400 0.45 0.075 -0.05

TB5B 1 1 1.300 0.45 0.075 -0.04

TB6A 1 1 0.900 0.35 0.075 -0.02

TB6B 1 1 2.400 0.55 0.075 -0.10

TB7A 2 1 3.700 0.45 0.075 -0.25

TB7B 1 1 2.800 0.45 0.075 -0.09

TB8 2 1 4.000 0.35 0.075 -0.21

TB10A 1 1 3.150 0.35 0.075 -0.08

TB10B 0.5 1 2.800 0.35 0.075 -0.04

TB11 1 1 2.600 0.35 0.075 -0.07

TB12 1 1 2.600 0.35 0.075 -0.07

TB14 1 1 4.000 0.35 0.075 -0.11

TB15A 1 1 1.535 0.35 0.075 -0.04

TB15B 1 1 3.765 0.35 0.075 -0.10

TB16 1 1 3.765 0.35 0.075 -0.10

TB19A 1 1 1.800 0.35 0.075 -0.05 2

TB19B 1 1 5.000 0.35 0.075 -0.13

TB20A 2 1 2.700 0.45 0.075 -0.18

2 1 3.000 0.45 0.075 -0.20

TB20B 4 1 0.400 0.45 0.075 -0.05

TB21 2 1 2.90 0.35 0.075 -0.15

TB22 2 1 2.90 0.35 0.075 -0.15

TB23A 1 1 1.20 0.35 0.075 -0.03TB23B 1 1 1.80 0.35 0.075 -0.05

TB23C 1 1 1.80 0.35 0.075 -0.05

TB24A 1 1 2.30 0.35 0.075 -0.06

TB24B 1 1 2.30 0.35 0.075 -0.06

TB14 0.5 1 2.80 0.35 0.075 -0.04

Ded for RCC for Plinth beam G6

TB1 2 1 1.800 0.20 0.325 -0.23

TB2 2 1 2.200 0.20 0.300 -0.26

TB3 2 1 4.000 0.20 0.325 -0.52

TB5A 1 1 4.000 0.30 0.325 -0.39 2

TB5A 1 1 3.900 0.30 0.325 -0.38

TB5B 1 1 1.400 0.30 0.325 -0.14

TB5B 1 1 1.300 0.30 0.325 -0.13

TB6A 1 1 0.900 0.20 0.325 -0.06TB6B 1 1 2.400 0.40 0.325 -0.31

TB7A 2 1 3.700 0.30 0.325 -0.72

TB7B 1 1 2.800 0.30 0.325 -0.27

TB8 2 1 4.000 0.20 0.325 -0.52

TB10A 1 1 3.150 0.20 0.325 -0.20

TB10B 0.5 1 2.800 0.20 0.325 -0.09

TB11 1 1 2.600 0.20 0.325 -0.17

TB12 1 1 2.600 0.20 0.300 -0.16

TB14 1 1 4.000 0.20 0.325 -0.26

TB15A 1 1 1.535 0.20 0.325 -0.10

TB15B 1 1 3.765 0.20 0.325 -0.24

TB16 1 1 3.765 0.20 0.325 -0.24

TB19A 1 1 1.800 0.20 0.325 -0.12

TB19B 1 1 5.000 0.20 0.325 -0.33

TB20A 2 1 2.700 0.30 0.325 -0.53

2 1 3.000 0.30 0.325 -0.59

TB20B 4 1 0 400 0 30 0 325 0 16



4

Period

Date of Submission


Item


01/03/10 to 31/03/10



Measurement Sheet



Location: Mundra




rade with minimum cement content 400Concrete for Lintel G6

L1 3 1 1.500 0.300 0.200 0.27

3 1 1.800 0.300 0.200 0.32

Chhaja 7 1 1.200 0.600 0.113 0.57

L3 1 1 4.00 0.30 0.40 0.48

L1 1 1 3.00 0.30 0.20 0.18

L4 1 1 4.00 0.30 0.20 0.24

L5 1 1 1.80 0.20 0.20 0.07

Chhaja 1 1 4.00 1.500 0.10 0.60

L2 2 1 3.40 0.200 0.40 0.54

2 1 2.20 0.600 0.10 0.26

L5 1 1 2.00 0.200 0.20 0.08

1 1 2.30 0.200 0.20 0.09

1 1 1.20 0.200 0.20 0.05

Chhaja 1 1 1.20 2.000 0.10 0.24

L9 1 1 5.00 0.300 0.40 0.60

Chhaja 1 1 5.00 0.650 0.10 0.33

L7 2 1 0.65 0.300 0.20 0.08

L13 1 1 1.40 0.300 0.20 0.08

Chhaja 1 1 1.60 0.600 0.10 0.10

Ded. -1 1 0.50 0.200 0.10 -0.01L6 4 1 1.35 0.200 0.20 0.22

2 1 1.30 0.200 0.20 0.10


G7 same as G6 5.50

10.99 14330.96



system so as to give fair f inish, including centering,

shuttering and propping, etc. complete, height of

Shuttering for Lintel G6

L1 3 1 1.800 0.200 1.08

3 1 1.800 0.075 0.41

L1 3 1 1.500 0.200 0.90

3 1 1.500 0.075 0.34

7 1 1.20 0.10 0.84

Chhaja 7 1 1.20 0.60 5.04

7 2 0.60 0.11 0.95

3 2 0.30 0.20 0.36

3 1 0.30 0.20 0.18

L3 1 1 4.00 0.40 1.60

1 1 4.00 0.30 1.20

Chhaja 1 1 4.00 1.50 6.00

L1 1 1 3.00 0.20 0.60

1 1 1.20 0.08 0.09

1 1 1.80 0.10 0.18L4 1 1 4.20 0.20 0.84

1 1 4.00 0.10 0.40

L5 1 1 1.80 0.20 0.36

1 1 1.50 0.10 0.15

L5 1 1 2.00 0.20 0.40

1 1 1.80 0.10 0.18

1 1 2.30 0.20 0.46

1 1 1.70 0.10 0.17

1 1 1.60 0.20 0.32

1 1 1.20 0.10 0.12

1 1 1.40 0.10 0.14

Chha a 1 1 1.20 1.80 2.16

L2 2 2 3.40 0.40 5.44

2 1 2.00 0.60 2.40

2 2 0.50 0.10 0.202 1 2.20 0.10 0.44

L9 1 1 5.00 0.40 2.00



4

Period

Date of Submission


Item


01/03/10 to 31/03/10



Measurement Sheet



Location: Mundra

Ded. -1 1 0.20 0.50 -0.10

Jambs 1 2 0.50 0.10 0.10

1 2 0.20 0.10 0.04

L6 2 2 1.35 0.20 1.08

2 1 0.20 0.20 0.08

2 2 1.05 0.20 0.84

2 1 0.20 0.20 0.08

2 2 1.30 0.20 1.04

2 2 0.20 0.20 0.16


G7 same as G6 45.35

90.70 21314.5

4.09



part of sand) using factory made/precast (made out

of 1:4:8 concrete), load bearing, approved quality,


Grid A/05-08 G2,G3,G6,G7 Front side wall Up to

Court ard level4

1 7.500 0.600 0.200 3.60

4 1 7.500 0.450 0.200 2.70

4 1 7.500 0.300 1.260 11.34

Grid 08/A-E G2,G3,G6,G7 Front side wall 4 1 6.350 0.600 0.200 3.05

4 1 6.350 0.450 0.200 2.29

4 1 6.350 0.300 1.260 9.60

Less for paid RA-02 -22.65

9.93



4

Period

Date of Submission


Type B8

Item



mechanical means / manual means in foundationtrenches, drains, etc. including clearing the site,etc…


House Type B8 (Footing Excavation)

Avg.NGL=4.32,Avg.Exc.lvl=2.82 mt.

0.002.01 Providing and laying Cement Concrete including



c) PCC 1:4:8 cum

House Type B8 (Footing Excavation)


0.00



fair f inish / smooth finish cement concrete of M30

House Type B8 (R.C.C. For Footing) G6 Cumt.C1A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.44 Sqmt.,A2=0.08

S mt.D=350mm d=230mm h=120mm. 1 1 0.41 1.000 0.41

C6 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=3.42 Sqmt.,A2=0.09

S mt.D=600mm,d=230mm,h=370mm. 4 1 1.29 1.000 5.15

C6A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=3.42 Sqmt.,A2=0.09

S mt.D=600mm,d=230mm,h=370mm. 2 1 1.29 1.000 2.58

C7 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=2.56 Sqmt.,A2=0.09

S mt.D=500mm d=300mm h=200mm. 4 1 0.98 1.000 3.91

C7A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=2.56 Sqmt.,A2=0.09

S mt.D=500mm,d=300mm,h=200mm. 2 1 0.98 1.000 1.95C8 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=2.025 Sqmt.,A2=0.08

S mt.D=450mm,d=230mm,h=220mm. 4 1 0.65 1.000 2.60

C9 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.44 Sqmt.,A2=0.08

S mt.D=350mm,d=230mm,h=120mm. 4 1 0.41 1.000 1.62

C9A = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.44 Sqmt.,A2=0.08

S mt.D=350mm d=230mm h=120mm. 1 1 0.41 1.000 0.41

C10 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=2.30 Sqmt.,A2=0.28

S mt.D=450mm,d=230mm,h=220mm. 1 1 0.78 1.000 0.78

C11 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.44 Sqmt.,A2=0.08

S mt.D=350mm,d=230mm,h=120mm.

11 0.41 1.000 0.41

Total t of G6 = 19.82 Cumt.

G7 same as G6 19.82

House Type B6 (R.C.C. For Footing) G8 Cumt.

C1 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.44 Sqmt.,A2=0.08

S mt.D=350mm,d=230mm,h=120mm. 4 1 0.41 1.000 1.62

C2 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.82 Sqmt.,A2=0.09

S mt.D=400mm,d=230mm,h=170mm. 4 1 0.55 1.000 2.20

C3 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.82 Sqmt.,A2=0.16

S mt.D=400mm d=230mm h=170mm. 1 1 0.56 1.000 0.56

C4 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=2.56 Sqmt.,A2=0.09S mt.D=500mm,d=300mm,h=200mm. 5 1 0.98 1.000 4.88

C5 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1 2 70 S t A2 0 27

Total



Measurement Sheet

Total

Running Bill No.






4

Period

Date of Submission


Type B8

Item




Measurement Sheet

Running Bill No.




House B8 - G6 (Formwork for Footings) Sqmt.

C1A 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55

C6 2 4 1.850 0.230 3.40

2 4 1.850 0.230 3.40

C6A 2 2 1.850 0.230 1.70

2 2 1.850 0.230 1.70C7 2 4 1.600 0.300 3.84

2 4 1.600 0.300 3.84

C7A 2 2 1.600 0.300 1.92

2 2 1.600 0.300 1.92

C8 2 4 1.350 0.230 2.48

2 4 1.500 0.230 2.76

C9 2 4 1.200 0.230 2.21

2 4 1.200 0.230 2.21

C9A 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55

C10 2 1 1.000 0.230 0.462 1 2.300 0.230 1.06

C11 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55

Total t of G6 = 36.20 Cumt.G7 same as G6 36.20

House B8 - G8 (Formwork for Footings) S mt.C1 2 4 1.200 0.230 2.21

2 4 1.200 0.230 2.21

C2 2 4 1.350 0.230 2.48

2 4 1.350 0.230 2.48

C32 1 1.350 0.230 0.622 1 1.350 0.230 0.62

C4 2 5 1.600 0.300 4.80

2 5 1.600 0.300 4.80

C5 2 2 1.350 0.230 1.24

2 2 2.000 0.230 1.84

C9A 2 1 1.200 0.230 0.55

2 1 1.200 0.230 0.55

Total qty of G8 = 24.40 Cumt.

Shuttering for pedestal up to Plinth beam bottom

G8

C1 4 2 0.20 1.05 1.68

4 2 0.40 1.05 3.36

C2 4 2 0.30 1.00 2.40

4 2 0.30 1.00 2.40

C3 1 2 0.20 1.00 0.40

1 2 0.40 1.00 0.80

C4 5 2 0.30 0.90 2.70

5 2 0.30 0.90 2.70

C5 2 2 0.30 0.90 1.08

2 2 0.90 0.90 3.24

C9A 1 2 0.20 1.05 0.42

1 2 0.40 1.05 0.84

Total Qty = 22.02 Sqmt.

G6

C1A 1 2 0.200 1.05 0.421 2 0.400 1.05 0.84

C6 4 2 0.300 0.80 1.92



4

Period

Date of Submission


Type B9

Item






House Type B9 (Footing Excavation) G9 to G12


0.00 0


debris etc. including loading at site, transport ing &disposal as per designated place by EIC, unloading,




House Type B9 (Footing Excavation) G9 to G12

0.00

1.18 Clearing of the site and roughly dressing the

same using mechanically operated devices, including

removal of the roots and disposing and stacking all

debris as directed by EIC (For all civil , plumbing &

electrical works).a) Beyond initial lead of 100m up to 500m

0.00 0




per specifications and directions as per Engineer-in-

charge. In foundations, plinth, sub base of floors etc.

(For all civil, plumbing and electrical works.)

c) PCC 1:4:8

House Type B9 (Footing P.C.C.)

0.00 0


machine mixed and machine vibrated design mixfair finish / smooth finish cement concrete of M30


cum of concrete for reinforced cement concrete

work for all works,Excluding the cost of centering,

shutterin and reinforcementPedestal Concrete up to Plinth beam bottom

0.00 0


Measurement Sheet



Total



Authorised Sign

JMC Projects

Authorised Sign

CGPl



4

Period

Date of Submission


Type B9

ItemNo

Description of Item Unit No. Length Breadth Depth Quantity


Measurement Sheet







system so as to give fair finish, including centering,

Shuttering for pedestal up to Plinth beam bottom

0.00 0

Authorised Sign

JMC Projects

Authorised Sign

CGPl



Work Order No.: RMPL/JK/CC-AHM: JMC Projec

Type C2

Item

NoDescription of Item

1.01 Earth work in excavation in all k

mechanical means / manual mean

trenches, drains, etc. including clearing t

a)Depth up to 2.0 m

1.14 Disposing of the surplus excavate

debris etc. inc luding loading at si te

disposal as per designated place by

spreading and dressing etc. complet

lumbin & electrical works .


1.18 Clearing of the site and roughly dre

using mechanically operated devices,

of the roots and disposing and stack

directed by EIC (For all civil, plumbing &

a) Beyond initial lead of 100m up to 500

2.01 Providing and laying Cement Con

compaction, finishing top surface to th

excluding the cost of formwork etc.

specifications and directions as per En

In foundations, plinth, sub base of floors

plumbing and electrical works.)

c) PCC 1:4:8

House T e C2 PCC below Plinth bea

2.12.1 Providing and laying in position m

machine mixed and machine vibrated

finish / smooth finish cement concre

with minimum cement content 400

concrete for reinforced cement conc

works at all levels all sha es as er dir

House Ty e C2 (RCC For Footing) G2

TB1

TB2

TB2

TB3A

TB3B

TB4A

TB4BTB5A

TB5B

TB5C

TB6

TB7

TB8

TB9

TB10

TB11

TB12

TB13A

TB13B

TB13C

TB14TB15A

TB15B

JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0)



Location: Mundra




4

Period

Date of Submission


Type C3

Item




trenches, drains, etc. including clearing the si te,etc…

a)Depth up to 2.0 m cum 97.00

House Type C3 (Footing Excavation) G1 To G5

0.00

1.10Filling with soil obtained from outside in foundations

and linthHouse C3 - G1 Filling To =6.185, NGL=5.795 S mt.

Bedroom 3/Living room 1 1 9.950 6.400 0.390 24.84

Back Verandah 1 1 5.000 2.600 0.390 5.07

Entarance verandah 1 1 2.925 1.580 0.390 1.80

Bedroom 1 & 2/Dinning 1 1 4.600 12.300 0.390 22.07

Duct/Toilet 2 1 2.600 2.900 0.390 5.88

Kitchen/Study 1 1 5.900 6.400 0.390 14.73

Ded for PCC below Plinth beam G1

TB1 2 1 1.80 0.35 0.065 -0.08

TB2 2 1 2.20 0.35 0.065 -0.10 2

TB2 1 1 1.50 0.35 0.065 -0.03

TB3A 1 1 4.00 0.35 0.065 -0.09

TB3B 1 1 5.00 0.35 0.065 -0.11

TB4A 2 1 1.50 0.45 0.065 -0.09TB4B 2 1 3.90 0.45 0.065 -0.23

TB5A 2 1 5.00 0.45 0.065 -0.29

TB5B 2 1 3.60 0.45 0.065 -0.21

TB5C 1 1 1.50 0.45 0.065 -0.04

TB6 2 1 4.60 0.45 0.065 -0.27

TB7 1 1 1.50 0.35 0.065 -0.03

TB8 1 1 2.73 0.35 0.065 -0.06

TB9 1 1 4.00 0.35 0.065 -0.09

TB10 1 1 5.60 0.35 0.065 -0.13

TB11 1 1 5.80 0.35 0.065 -0.13

TB12 1 1 5.80 0.35 0.065 -0.13

TB13A 2 1 2.70 0.35 0.065 -0.12

TB13B 2 1 3.00 0.45 0.065 -0.18

TB13C 2 1 0.60 0.45 0.065 -0.04

TB14 2 1 2.70 0.35 0.065 -0.12

TB15A 2 1 3.00 0.45 0.065 -0.18

TB15B 2 1 0.60 0.45 0.065 -0.04

TB16 1 1 1.18 0.35 0.065 -0.03

TB17 1 1 5.60 0.35 0.065 -0.13

TB18 1 1 3.00 0.35 0.065 -0.07

TB19 1 1 5.60 0.35 0.065 -0.13

TB20 3 1 0.50 0.35 0.065 -0.03

Ded for RCC For Plinth beam G1

TB1 2 1 1.80 0.20 0.325 -0.23

TB2 2 1 2.20 0.20 0.300 -0.26 2

TB2 1 1 1.50 0.20 0.300 -0.09

TB3A 1 1 4.00 0.20 0.325 -0.26

TB3B 1 1 5.00 0.20 0.325 -0.33

TB4A 2 1 1.50 0.30 0.325 -0.29TB4B 2 1 3.90 0.30 0.325 -0.76 0.325

TB5A 2 1 5.00 0.30 0.325 -0.98

TB5B 2 1 3.60 0.30 0.325 -0.70

TB5C 1 1 1.50 0.30 0.325 -0.15

TB6 2 1 4.60 0.30 0.325 -0.90

TB7 1 1 1.50 0.20 0.300 -0.09

TB8 1 1 2.73 0.20 0.325 -0.18

TB9 1 1 4.00 0.20 0.325 -0.26

TB10 1 1 5.60 0.20 0.325 -0.36

TB11 1 1 5.80 0.20 0.325 -0.38

TB12 1 1 5.80 0.20 0.325 -0.38

TB13A 2 1 2.70 0.20 0.325 -0.35

TB13B 2 1 3.00 0.30 0.325 -0.59

TB13C 21 0.60 0.30 0.325 -0.12

TB14 2 1 2.70 0.20 0.325 -0.35

TB15A 2 1 3.00 0.30 0.325 -0.59

1 0 60 0 30 0 325 0 12


Measurement Sheet


Total






4

Period

Date of Submission


Type C3

Item



Measurement Sheet





0.00

121.12 86600.8




RCC for Ground floor Slab - C3-G1

For slab

Bedroom 1 1 2 4.150 2.315 0.135 2.59

Bedroom 2 1 2 4.850 2.315 0.135 3.03

Study/Kitchen1 2

6.850 3.125 0.135 5.78

Living/Bed-3 1 2 10.300 3.125 0.135 8.69

B1 2 1 4.000 0.200 0.400 0.64

B2B 2 1 3.900 0.300 0.450 1.05

B2A 2 1 1.500 0.300 0.450 0.41

B3A 2 1 5.000 0.300 0.450 1.35

B3B 2 1 3.600 0.300 0.450 0.97

B4 2 1 3.000 0.300 0.450 0.81

B5 2 1 2.300 0.300 0.450 0.62

B6 1 1 5.800 0.200 0.450 0.52

B7 1 1 5.800 0.200 0.450 0.52

UB1 2 2 2.315 0.200 0.335 0.62

UB6 2 2 3.125 0.200 0.335 0.84

Projection 2 1 9.000 0.150 0.150 0.41

2 1 2.250 0.150 0.150 0.10

2 1 5.700 0.150 0.150 0.262 1 2.950 0.150 0.150 0.13

Concrete for Column With Slab G1

C1 4 1 0.20 0.400 0.20 0.06 3 0.2

C2 4 1 0.30 0.300 1.20 0.43 5 0.4

C2 1 1 0.30 0.300 0.40 0.04 5 0.4

C3 2 1 0.20 0.400 0.20 0.03 3 0.2

C3 1 1 0.20 0.400 1.20 0.10 3 0.2

C4 4 1 0.30 0.300 1.20 0.43 4 1.2

C5 2 1 0.30 0.300 1.20 0.22 2

C6 4 1 0.30 0.300 1.20 0.43 4

G2 same as G1 31.08

62.16 1304

3.01a Providing ordinary formwork with shuttering plywood/ steel sheathing and steel supporting system so as to

give fair finish, including centering,

Shuttering for Ground floor Slab - G1

For slab

Bedroom 1 1 2 4.150 2.315 19.21

Bedroom 2 1 2 4.850 2.315 22.46

Study/Kitchen 1 2 6.975 3.125 43.59

Living/Bed-3 1 2 10.300 3.125 64.38

B1 2 2 4.000 0.400 6.40

B2B 2 1 3.900 0.450 3.51

2 1 3.900 0.315 2.46

B2A 2 1 1.500 0.450 1.35

2 1 1.500 0.315 0.95

B3A 2 1 5.000 0.450 4.502 1 5.000 0.315 3.15

B3B 2 1 3.600 0.450 3.24

2 1 3.600 0.315 2.27

B4 2 1 3.000 0.450 2.70

2 1 3.000 0.315 1.89

B5 2 1 2.300 0.450 2.07

2 1 2.300 0.315 1.45

B6 1 2 5.000 0.450 4.50

B7 1 2 5.000 0.450 4.50

UB1 2 2 2.315 0.335 3.10

I/Side 2 2 2.315 0.200 1.85

Bottom 2 2 2.315 0.200 1.85

UB6 2 2 3.125 0.335 4.19

I/Side2 2

3.125 0.200 2.50

Bottom 2 2 3.125 0.200 2.50

Projection 2 2 9.000 0.150 5.40



4

Period

Date of Submission


Type C3

Item



Measurement Sheet





4 1 0.30 0.750 0.90

C5 2 1 0.30 0.750 0.45 2 2 1 0.30 0.750 0.45

C6 4 1 0.30 0.750 0.90 4

4 1 0.30 0.750 0.90

Concrete for Column With Slab G1

C2 4 2 0.30 0.450 1.08 5 0.4 4 2 0.30 0.450 1.08

C3 1 2 0.20 0.450 0.18 3 0.2

1 2 0.40 0.450 0.36

C4 4 2 0.30 0.450 1.08 4 1.24 2 0.30 0.450 1.08

C5 2 2 0.30 0.450 0.54 2

2 2 0.30 0.450 0.54

C6 4 2 0.30 0.450 1.08 4

4 2 0.30 0.450 1.08


476.64 1304

7.01c Providing and laying average 6 mm thick single coat

mala finish plaster in CM 1:4, on RCC surfaces viz.

ceilings and stair soffits etc. at all floors, all shapes

House C3- G1 Ceiling Plaster Sqmt.

Bedroom 1 1 2 4.150 2.315 19.21Bedroom 2 1 2 4.850 2.315 22.46

1 2 6.975 3.125 43.59

. 1 2 10.300 3.125 64.38

Toilet 2 1 2.200 1.500 6.60

Cupboard chhaja 2 1 2.000 0.600 2.40

2 1 0.500 0.100 0.10

2 2 2.200 0.100 0.88

Bedroom 3 2 1 0.600 1.700 2.04

2 1 0.700 0.900 1.26

Toilet 3 1 1 1.500 2.250 3.38

Toilet 3A 1 1 1.500 2.250 3.38

Enterance verandah 1 1 2.925 1.580 4.62

Back side verandah 1 1 5.000 2.600 13.00

Offset 2 1 0.450 0.900 0.81

Chhaja 8 2 0.600 1.200 11.52

8 1 1.200 0.100 0.96

8 2 0.600 0.113 1.08

201.67

8.09.b Providing and laying 60 mm. thick water proof

cement concrete flooring for IPS in 1:2:4 (1 Cement :

2 Sand : 4 Graded Aggregate 20mm nominal size)

House C3 - G1 IPS on Roof Sqmt.Bedroom 1 1 2 4.150 2.315 19.21

Bedroom 2 1 2 4.850 2.315 22.46

1 2 6.975 3.125 43.59

. 1 2 10.300 3.125 64.38

149.64

1.15

Carrying out pre construction anti-termite treatment

for all types of structure without basement with RCC

foundation/RCC wall or with load bearing wall

House C3 - G1 Sqmt.

Bedroom 3/Living room 1 1 9.950 6.400 63.68

Back Verandah 1 1 5.000 2.600 13.00

Entarance verandah 1 1 2.925 1.580 4.62

Bedroom 1 & 2/Dinning 1 1 4.600 12.300 56.58

Duct/Toilet 2 1 2.600 2.900 15.08

Kitchen/Study 1 1 5.900 6.400 37.76

Total Qty of G1 = 190.72


0.00

381.44 272729.6



4

Period

Date of Submission


Type D

Item






House Type D (Footing Excavation) G1 to G5


0.00 0


debris etc. including loading at site, transport ing &disposal as per designated place by EIC, unloading,




House Type D (Footing Excavation) G1 to G5


0.00




debris as directed by EIC (For all civil , plumbing &

electrical works).

a) Beyond initial lead of 100m up to 500mHouse D Ordinate point 01,01a,3,3a

E-56.614,N-1024.947,E-139.202,N-1065.936 1 92.200 17.090

E-64.216,N-1009.63,E-146.804,N-1050.619

0.00 0




c) PCC 1:4:8

0.00 0


Measurement Sheet



Total



Authorised Sign

JMC Projects

Authorised Sign

CGPL



4

Period

Date of Submission


Item




trenches, drains, etc. including clearing the site,etc…0.975


Club House Excavation For PB

Avg.NGL=3.085,PB Bottom=2.810mt.

Exc.De th=0.275mt. 2.81 0.275

Grid 1 To 11 & G 1 1 23.950 0.450 0.275 2.96

Grid 1 To 3 & F 2 1 3.850 0.450 0.275 0.95

Grid 3 To 10/E & C 2 1 21.150 0.450 0.275 5.23

PB12 2 1 3.950 0.350 0.275 0.76

PB4 2 1 5.350 0.350 0.275 1.03 1.125

PB11 1 1 3.750 0.350 0.275 0.36 0.975

PB5 2 1 5.200 0.450 0.275 1.29

PB 6A/6B 1 1 4.300 0.450 0.275 0.53

PB 7A/7B/7C 2 1 5.625 0.450 0.275 1.39

PB 8A/8B 2 1 7.000 0.450 0.275 1.73

PB 9A/9B/9C/9D 2 1 8.375 0.450 0.275 2.07

PB 10A/10B/10C/10D 2 1 9.100 0.450 0.275 2.25

PB11 2 1 3.500 0.350 0.275 0.67

PB13 2 1 2.350 0.350 0.125 0.21

0.00

21.43

1.10 Filling, in foundat ions, plinths and other areas as

directed with murrum or selected cohesive non

swelling soil obtained from outside (Contractor's

cum

0.975

Club House

Avg.NGL=3.085,PB Bottom=2.810mt. 2.81 0.275

Total Excavation of Footing (1) 140.07

Total PCC of Footing (3) 7.00

Total RCC of Footing (4) 27.54 1.125

Total RCC for Pedestal (5) 5.70 0.975

Required Earth for Backfilling in Footing up to NGL (6)

= 1-3-4-5 99.83

Earth Obtained from O/Side (7) = 6 - 2 99.830.00

99.83







Club House Excavation For PB

Avg.NGL=3.085,PB Bottom=2.810mt.

Exc.De th=0.275mt. 2.81 0.275

Grid 1 To 11 & G 1 1 23.950 0.450 0.275 2.96

Grid 1 To 3 & F 2 1 3.850 0.450 0.275 0.95

Grid 3 To 10/E & C 2 1 21.150 0.450 0.275 5.23

PB12 2 1 3.950 0.350 0.275 0.76

PB4 2 1 5.350 0.350 0.275 1.03 1.125

PB11 1 1 3.750 0.350 0.275 0.36 0.975

PB5 2 1 5.200 0.450 0.275 1.29

PB 6A/6B 1 1 4.300 0.450 0.275 0.53

PB 7A/7B/7C 2 1 5.625 0.450 0.275 1.39PB 8A/8B 2 1 7.000 0.450 0.275 1.73

PB 9A/9B/9C/9D 2 1 8 375 0 450 0 275 2 07

01/03/10 to 31/03/10

Name of Owner: M/s Coastal Gujarat Power LimitedName of Contractor: M/s JMC Projects (I) Ltd.

Total

Total

To be Paid in Bill

Location: Mundra


Measurement Sheet




4

Period

Date of Submission


Item


01/03/10 to 31/03/10


Location: Mundra


Measurement Sheet





debris as directed by EIC (For all civil, plumbing &

electrical works).a) Beyond initial lead of 100m up to 500m

2.01 Providing and laying Cement Concrete includingcompaction, f inishing top surface to the level curing


c) PCC 1:4:8

PCC below PB

Grid 2 To 11 1 1 31.30 0.45 0.075 1.06

PB 2A/2B 2 1 6.18 0.45 0.075 0.42

PB3A/B/C 2 1 28.20 0.45 0.075 1.90

PB4 2 1 6.55 0.35 0.075 0.34

PB5 2 1 6.40 0.45 0.075 0.43

PB 6A/B 1 1 6.40 0.45 0.075 0.22

PB12 2 1 3.95 0.35 0.075 0.21

PB11 1 1 4.80 0.35 0.075 0.13

PB 7A/B/C 2 1 8.25 0.45 0.075 0.56

PB 8A/B 2 1 7.85 0.45 0.075 0.53

PB 9A/B/C/D 2 1 12.35 0.45 0.075 0.83

PB 10A/B/C/D 2 1 14.60 0.45 0.075 0.99

PB11 2 1 4.55 0.35 0.075 0.24

PB13 2 1 2.35 0.35 0.075 0.12

7.98 9025.38




Club House-Footing RCC Cumt.

C1 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.2*1.5=1.80 Sqmt.,A2=0.3*0.6=0.18Sqmt.

D=450mm,d=230mm,h=220mm. 12 1 0.60 1.000 7.21

C2 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.35*1.65=2.23 Sqmt.,A2=0.3*0.6=0.18Sqmt.

D=450mm,d=230mm,h=220mm. 4 1 0.74 1.000 2.94 2.2275

C3 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.2*1.5=1.8 Sqmt.,A2=0.3*0.6=0.18Sqmt.

D=450mm,d=230mm,h=220mm. 4 1 0.60 1.000 2.40

C4 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.85*2.10=3.95 Sqmt.,A2=0.3*0.6=0.18Sqmt.

D=600mm,d=230mm,h=370mm. 8 1 1.52 1.000 12.17

C5 = [{h/3(A1+A2+SQRT(A1*A2))} + (A1*d)]

A1=1.20*1.20=1.44 Sqmt.,A2=0.3*0.3=0.09Sqmt.D=450mm,d=230mm,h=220mm. 6 1 0.47 1.000 2.82

RCC for Pedestal Avg NGL=3.085,FFl=3.550

C1 12 1 0.300 0.600 0.775 1.67 1.06 2.81 0.45

C2 4 1 0.300 0.600 0.775 0.56 0.275 0.45

C3 4 1 0.300 0.600 0.775 0.56 0.45

C4 8 1 0.300 0.600 0.625 0.90 0.60

C5 6 1 0.300 0.300 0.775 0.42 0.45

31.65



Club House - Shuttering for Footing

C1 12 2 1.200 0.230 6.62

12 2 1.200 0.230 6.62C2 4 2 1.350 0.230 2.48

4 2 1.650 0.230 3.04



4

Period

Date of Submission


Item


01/03/10 to 31/03/10


Location: Mundra


Measurement Sheet


Shuttering For Pedestal Avg NGL=3.085,FFl=3.550

C1 12 2 0.300 0.775 5.58

12 2 0.600 0.775 11.16

C2 4 2 0.300 0.775 1.86

4 2 0.600 0.775 3.72

C3 4 2 0.300 0.775 1.86

4 2 0.600 0.775 3.72

C4 8 2 0.300 0.625 3.00

8 2 0.600 0.625 6.00

C5 6 2 0.300 0.775 2.79

6 2 0.300 0.775 2.79

87.37



4

Period

Date of Submission


Shoping Centre

Item






Excavation Below Plinth FFl=3.550,NGL=3.220

Store room 1 1 1 2.800 10.050 0.010 0.28

Store room 2,3,4,5 4 1 3.000 5.750 0.010 0.69 3.21

Mini Mart 2 1 5.775 5.750 0.010 0.66 0.010

2 1 5.775 4.000 0.010 0.46Corridor 2 1 6.300 4.000 0.010 0.50

Passage 1 1 2.000 6.900 0.010 0.14

2.73 264.81

1.10 Filling, in foundations, plinths and other areas as

directed with murrum or selected cohesive non

swelling soil obtained from outside (Contractor's

cum

0.975

Shopping Centre

Total Excavation of Footing (1) 109.07

Total PCC of Footing (3) 5.45

Total RCC of Footing (4) 21.54 1.125

Total RCC for Pedestal (5) 4.36 0.975

Required Earth for Backfilling in Footing up to NGL (6)

= 1-3-4-5 77.72

Earth Obtained from O/Side (7) = 6 - 2 77.720.00

77.72

1.11.a Filling, in foundation and plinth (under floors), with

good quality coarse river sand , obtained from outside,

including watering, ramming well, consolidating and

dressing etc. complete, as directed (For all civil,


cum

Sand filling Below Plinth FFl=3.550,NGL=3.220

Store room 1 1 1 2.800 10.050 0.100 2.81

Store room 2,3,4,5 4 1 3.000 5.750 0.100 6.90 3.21

Mini Mart 2 1 5.775 5.750 0.100 6.64 0.010

2 1 5.775 4.000 0.100 4.62Corridor 2 1 6.300 4.000 0.100 5.04

Passage 1 1 2.000 6.900 0.100 1.38

27.39 2656.83


debris etc. including loading at site, transporting &


Shoping Centre(Footing Excavation)

0.00


compaction, f inishing top surface to the level curing


c) PCC 1:4:8

Sand filling Below Plinth FFl=3.550,NGL=3.220

Store room 1 1 1 2.800 10.050 0.075 2.11

Store room 2,3,4,5 4 1 3.000 5.750 0.075 5.18 3.21

Mini Mart 2 1 5.775 5.750 0.075 4.98 0.0102 1 5.775 4.000 0.075 3.47 274.1333

Corridor 2 1 6.300 4.000 0.075 3.78 27.41333

Passage 1 1 2.000 6.900 0.075 1.04

20.56 23253.36

Total

Total




Total

To be Paid in Bill



Measurement Sheet

Authorised Sign

JMC Projects

Authorised Sign

CGPL



4

Period

Date of Submission


Shoping Centre

Item







Measurement Sheet





cum of concrete for reinforced cement concrete work

for all works, at all levels, all shapes as per direction of

Shoping Centre(RCC For Column) Cumt.

C1 2 1 0.30 0.60 2.315 0.83 1.72

C2 4 1 0.30 0.60 2.515 1.81

C2 2 1 0.30 0.60 2.315 0.83

C2 4 1 0.30 0.60 3.065 2.21

C3 3 1 0.30 0.60 2.315 1.25 0.535

C3 1 1 0.30 0.60 3.065 0.55

C3 1 1 0.30 0.60 2.515 0.45

C4 1 1 0.30 0.60 2.515 0.45

C5 8 1 0.20 0.40 2.315 1.48

9.86



system so as to give fair f inish, including centering,

shuttering and propping, etc. complete, height of

propping and centering below supporting floor to

ceiling not exceeding 4.5 m., and removal of the

Shoping Centre(Shuttering For Column) Cumt.

C1 2 2 0.30 2.315 2.78 1.72

2 2 0.60 2.315 5.56

C2 4 2 0.30 2.515 6.04

4 2 0.60 2.515 12.07

C2 2 2 0.30 2.315 2.78

2 2 0.60 2.315 5.56

C2 4 2 0.30 3.065 7.36

4 2 0.60 3.065 14.71

C3 3 2 0.30 2.315 4.17

3 2 0.60 2.315 8.33

C3 1 2 0.30 3.065 1.84

1 2 0.60 3.065 3.68

C3 1 2 0.30 2.515 1.51

1 2 0.60 2.515 3.02

C4 1 2 0.30 2.515 1.51

1 2 0.60 2.515 3.02

C5 8 2 0.20 2.315 7.41

8 2 0.40 2.315 14.82

106.17

4.09






Shopping Centre Block Maonary up to Lintel

Mini Mart 2 1 5.625 0.300 2.315 7.81

1 1 8.850 0.300 3.065 8.14

1 1 5.150 0.300 2.315 3.58

Store room wall 2 1 5.150 0.300 2.515 7.77

Authorised Sign

JMC Projects

Authorised Sign

CGPL



4

Period

Date of Submission


Shoping Centre

Item







Measurement Sheet

2 1 6.050 0.300 2.515 9.13

1 1 8.850 0.300 2.315 6.15

Grid 02 & 06 Corridor 2 1 0.600 0.300 2.315 0.83

2 1 0.200 0.300 2.315 0.28

4 1 0.600 0.300 2.315 1.67

O/side Long wall 1 1 15.400 0.300 2.315 10.70

Ded for W2 -5 1 0.900 0.300 1.750 -2.36

Ded for W2A -4 1 0.900 0.300 1.750 -1.89

51.81 135535

b)For 200 mm thick wallGrid B1,B2,A Toilet Portion 1 1 3.500 2.315 8.10

2 1 3.800 2.315 17.60

Grdi A1 1 1 2.700 2.315 6.25

Duct 1 1 2.000 2.315 4.63

1 1 0.650 2.315 1.50

Grid 1A 1 1 6.500 2.315 15.05

Grid 1C 1 1 1.200 2.315 2.78

1 1 2.000 2.315 4.63

1 1 0.550 2.315 1.27

2 1 1.100 2.315 5.09

W7 -1 1 0.450 1.500 -0.68

W5 -1 1 0.450 1.500 -0.68

-1 1 0.400 1.500 -0.60

64.94 25911.06

Authorised Sign

JMC Projects

Authorised Sign

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4

Period

Date of Submission


Sub Station

Item





a)Depth up to 2.0 m cum ss1

Sub station 1 (Footing Excavation)

SS1 - Avg.NGL=2.995,Avg.Exc.lvl=1.495 mt.

PB Excavation 3 1 6.600 0.450 0.900 8.02 0.9

31 7.500 0.450 0.900 9.11

Out to Out Dimension 1 1 9.600 11.100 0.525 55.94 0.525

Ded for Footings

Corner -4 1 0.750 0.975 0.525 -1.54

Middle Grid A/C -4 1 0.750 0.825 0.525 -1.30

Center -4 1 0.975 0.750 0.525 -1.54

Middle Grid 1/3 -2 1 0.750 0.975 0.525 -0.77

67.92 6588.24




a)Depth up to 2.0 m cum ss1

Sub station 1 (Excavation)


Out to Out Dimension 1 1 10.650 12.150 0.900 116.46

Ramp 1 1 3.150 1.050 0.425 1.41

Ramp 1 1 8.700 1.050 0.425 3.88

Ded for Footings

Corner -4 1 0.750 0.975 0.900 -2.63

Middle Grid A/C -4 1 0.750 0.750 0.900 -2.03

Center -4 1 0.975 0.750 0.900 -2.63

Middle Grid 1/3 -4 1 0.750 0.975 0.900 -2.63

Ded of footing for Ramp -1 1 0.975 1.950 0.425 -0.81

111.02 10768.94







Sub station 1 (Footing Excavation)


Out to Out Dimension 1 1 10.650 12.150 0.900 116.46


Measurement Sheet


Total

Running Bill No.




Total

copy of cgp1 ra 04 st corrected

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