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8/3/2019 Copy of CGP1 RA 04 ST Corrected
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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
up to previous bill 0.00 710.16 0.00 710.16
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
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 282.69 1799.84 220.48 2303.01
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,
up to previous bill 75.48 0.00 93.83 169.31
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.
up to previous bill 3103.62 1812.56 578.36 5494.54
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
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Work Order No. : 6300000653RA Bill No. : 4th
Date: 01/02/2010 To 28/02/2010
Sr.No. Item No. Description Total
Qty.Page
No.Qty.
Page
No.Qty.
Page
No.
JMC Projects(India) Ltd.
Package - 2 Package - 3 Package - 6
6 1.18Clearing of the site and roughly dressing the
same using mechanically operated devices,
a) Beyond initial lead of 100m up to 500m
up to previous bill 35928.84 513.40 2536.69 38978.93
Total 35928.84 513.40 2536.69 38978.93
7 1.19 Relocation of trees as per directed by EIC.
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 473.41 74.79 184.47 732.67
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
up to previous bill 1663.10 0.00 379.99 2043.09
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
up to previous bill 8462.94 0.00 1948.84 10411.78
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
up to previous bill 0.00 0.00 0.00 0.00
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
Authorised sign
JMC Projects
Authorised sign
CGPL
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Work Order No. : 6300000653RA Bill No. : 4th
Date: 01/02/2010 To 28/02/2010
Sr.No. Item No. Description Total
Qty.Page
No.Qty.
Page
No.Qty.
Page
No.
JMC Projects(India) Ltd.
Package - 2 Package - 3 Package - 6
up to previous bill 277.74 50.09 103.11 430.94
175.8596
51.81489.93 92 65.40 46
Total 463.52 50.09 220.32 733.93
b)For 200 mm thick wall
up to previous bill 715.88 0.00 208.92 924.80
1272.44 93 64.94 48
45.89 46
Total 1988.32 0.00 319.75 2308.07
c)For 100 mm thick wall
up to previous bill 12.99 0.00 0.00 12.99
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
up to previous bill 131.86 0.00 0.00 131.86
35.04 91
Total 166.90 0.00 0.00 166.90
13 7.02b.1
rov ng an ay ng average mm c
single coat mala finish plaster in CM 1:6, on
up to previous bill 0.00 0.00 0.00 0.00
308.83 89
Total 308.83 0.00 0.00 308.83
14 7.04.a
- .
Sand face cement plaster on walls upto any
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 0.00 0.00 0.00 0.00
88.59 84Total 88.59 0.00 0.00 88.59
17 13.01
.
Water stop in proper alignment and level at
up to previous bill 0.00 0.00 0.00 0.00
103.15 72
Total 0.00 103.15 0.00 103.15
18 15.01
,
and camber, for making a base for road work,
up to previous bill 0.00 1812.56 0.00 1812.56
2817.71 70
Total 0.00 4630.27 0.00 4630.27
Authorised sign
JMC Projects
Authorised sign
CGPL
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Work Order No. : 6300000653RA Bill No. : 4th
Date: 01/02/2010 To 28/02/2010
Sr.No. Item No. Description Total
Qty.Page
No.Qty.
Page
No.Qty.
Page
No.
JMC Projects(India) Ltd.
Package - 2 Package - 3 Package - 6
19 15.05
, .
thick, in a compact manner, in plinth and for
up to previous bill 0.00 0.00 0.00 0.00
1840.92
Total 0.00 1840.92 0.00 1840.92
Authorised sign
JMC Projects
Authorised sign
CGPL
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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
up to previous bill 0.00 710.16 0.00 710.16
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
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 282.69 1799.84 220.48 2303.01
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,
up to previous bill 75.48 0.00 93.83 169.31
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.
up to previous bill 3103.62 1812.56 578.36 5494.54
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
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Work Order No. : 6300000653RA Bill No. : 4th
Date: 01/02/2010 To 28/02/2010
Sr.No. Item No. Description Total
Qty.Page
No.Qty.
Page
No.Qty.
Page
No.
JMC Projects(India) Ltd.
Package - 2 Package - 3 Package - 6
6 1.18Clearing of the site and roughly dressing the
same using mechanically operated devices,
a) Beyond initial lead of 100m up to 500m
up to previous bill 35928.84 513.40 2536.69 38978.93
Total 35928.84 513.40 2536.69 38978.93
7 1.19 Relocation of trees as per directed by EIC.
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 473.41 74.79 184.47 732.67
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
up to previous bill 1663.10 0.00 379.99 2043.09
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
up to previous bill 8462.94 0.00 1948.84 10411.78
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
up to previous bill 0.00 0.00 0.00 0.00
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
Authorised sign
JMC Projects
Authorised sign
CGPL
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Work Order No. : 6300000653RA Bill No. : 4th
Date: 01/02/2010 To 28/02/2010
Sr.No. Item No. Description Total
Qty.Page
No.Qty.
Page
No.Qty.
Page
No.
JMC Projects(India) Ltd.
Package - 2 Package - 3 Package - 6
up to previous bill 277.74 50.09 103.11 430.94
175.8596
51.81489.93 92 65.40 46
Total 463.52 50.09 220.32 733.93
b)For 200 mm thick wall
up to previous bill 715.88 0.00 208.92 924.80
1272.44 93 64.94 48
45.89 46
Total 1988.32 0.00 319.75 2308.07
c)For 100 mm thick wall
up to previous bill 12.99 0.00 0.00 12.99
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
up to previous bill 131.86 0.00 0.00 131.86
35.04 91
Total 166.90 0.00 0.00 166.90
13 7.02b.1
rov ng an ay ng average mm c
single coat mala finish plaster in CM 1:6, on
up to previous bill 0.00 0.00 0.00 0.00
304.21 89
Total 304.21 0.00 0.00 304.21
14 7.04.a
- .
Sand face cement plaster on walls upto any
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 0.00 0.00 0.00 0.00
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
up to previous bill 0.00 0.00 0.00 0.00
88.59 84Total 88.59 0.00 0.00 88.59
17 13.01
.
Water stop in proper alignment and level at
up to previous bill 0.00 0.00 0.00 0.00
103.15 72
Total 0.00 103.15 0.00 103.15
18 15.01
,
and camber, for making a base for road work,
up to previous bill 0.00 1812.56 0.00 1812.56
2817.71 70
Total 0.00 4630.27 0.00 4630.27
Authorised sign
JMC Projects
Authorised sign
CGPL
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Work Order No. : 6300000653RA Bill No. : 4th
Date: 01/02/2010 To 28/02/2010
Sr.No. Item No. Description Total
Qty.Page
No.Qty.
Page
No.Qty.
Page
No.
JMC Projects(India) Ltd.
Package - 2 Package - 3 Package - 6
19 15.05
, .
thick, in a compact manner, in plinth and for
up to previous bill 0.00 0.00 0.00 0.00
1840.92
Total 0.00 1840.92 0.00 1840.92
Authorised sign
JMC Projects
Authorised sign
CGPL
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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!
7 28 MM DIA MT 20.51 #REF! #REF!
Total Qty MT 1441.463 #REF! #REF!
REINFORCEMENT RECONCILIATION
RA BILL-4th
Project : CGP1
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JMC PROJECTS (INDIA) LIMITED
CGP1,Mundra
Up to March.-10
SR. NO. DESCRIPTION UNITCONSUME QTY UP
PREVIOUS BILL
This Bill
ConsumptionUp to dateQty
1 8 MM DIA MT 65.809 #REF! #REF!
2 10 MM DIA MT 19.861 #REF! #REF!
3 12 MM DIA MT 5.222 #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!
7 28 MM DIA MT 3.346 #REF! #REF!
Total Qty MT 267.822 #REF! #REF!
REINFORCEMENT CONSUMPTION STATEMENT
RA BILL-4th
Project : CGP1
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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
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Guest house building
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
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
Authorised Sign
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CGPL
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Guest house building
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
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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Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Guest house building
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
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,
a)For 300 mm thick wall
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Guest house building
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
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
b)For 200 mm thick wall
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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Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Mini Hospital
Item
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
Mini Hospital Footings
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).
a)Beyond initial lead of 100m to 1km.
Mini Hospital Footings
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 cum
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
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
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Total
Total
Location: Mundra 01/02/10 to 28/02/10
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Project Name: Township For CGPL at Mundra Running Bill No.
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description 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
→ 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 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
→ Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101
4 Nos.Pipe 1 1 14.000 2.070 0.449 13.01
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Total
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
Total
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
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. Filling top =3.751mt.Avg.exc.Level=3.351 mt.
Avg.depth=0.254mt. 1 1 158.316 2.600 0.400 164.65
Circle C2 To C3
Avg. Filling top =2.782mt.Avg.exc.Level=2.382 mt.
Avg.depth=0.300mt. 1 1 224.775 2.600 0.400 233.77
2497.81
1.14 Disposing of the surplus excavated earth and/or
debris etc. including loading at site, transport ing &
disposal as per designated place by EIC, unloading,
spreading and dressing etc. complete (For all civil,
plumbing & electrical works).
a)Beyond initial lead of 100m to 1km.
→ 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 road =3.385- Road Exc.3.170= 0.215 mt. -1 1 6.000 2.070 0.215 -2.67
Total
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
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
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=3.015-2.81mt.= -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
Nr.C4 Circle,NGL=3.550,Exc.RL=2.800 - 2 Pipe 1 1 30.000 1.210 0.750 27.23
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. N.G.L. =2.732mt.Avg.exc.Level=2.202 mt.
Avg.depth=0.530mt. 1 1 184.000 6.000 0.530 585.12
Circle C3 To Highway
Avg. N.G.L. =1.752mt.Avg.exc.Level=1.447 mt.
Avg.depth=0.305mt. 1 1 117.107 6.000 0.305 214.31
Circle C4 To Club house
Avg. N.G.L. =3.305mt.Avg.exc.Level=2.810 mt.
Avg.depth=0.495mt. 1 1 116.924 6.000 0.495 347.26
Circle C2 To Guest house
Avg. N.G.L. =3.083mt.Avg.exc.Level=2.406 mt.
Avg.depth=0.677mt. 1 1 155.930 6.000 0.677 633.39
Circle C3 To School road
Avg. N.G.L. =2.171mt.Avg.exc.Level=1.661 mt.
Avg.depth=0.510mt. 1 1 46.875 6.000 0.510 143.44
→ Exacvation for Cycle track
Circle C1 To C4
Avg. N.G.L. =3.885mt.Avg.exc.Level=3.715 mt.
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. N.G.L. =2.732mt.Avg.exc.Level=2.382 mt.
Avg.depth=0.350mt. 1 1 224.775 2.600 0.350 204.55
2948.16
2.01 Providing and laying Cement Concrete including
compaction, f inishing 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.)
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
c) PCC 1:4:8
→ 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
→ 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
Betn Cicrle C1 & C2 Nr.Shopping Centre
,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
Betn Cicrle C1 & C2 Nr.Shopping Centre
,NGL=3.385,Exc.RL=2.574 4 Nos. Pipe 4 1 14.000 56.00
Authorised Sign
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Authorised Sign
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
Opp.Multipurpose Hall,NGL=3.550,Exc.RL=3.101
4 Nos.Pipe 4 1 14.000 56.00
At C4 Circle,NGL=3.500,Exc.RL=3.075 - 3
Nos. Pipe 3 1 32.000 96.00
Near Sub station - 1,NGL=3.015,Exc.RL=1.946 -
5Nos.Pipe 5 1 16.000 80.00
Nr.B5 Cluster,NGL=4.96,Exc.RL=4.210 - 1
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
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,
a)For 300 mm thick wall
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. 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. N.G.L. =2.732mt.Avg.exc.Level=2.202 mt.
Avg.depth=0.530mt. 1 1 184.000 6.000 0.530 585.12
Circle C3 To Highway
Avg. N.G.L. =1.752mt.Avg.exc.Level=1.447 mt.
Avg.depth=0.305mt. 1 1 117.107 6.000 0.305 214.31
Circle C4 To Club house
Avg. N.G.L. =3.305mt.Avg.exc.Level=2.810 mt.
Avg.depth=0.495mt. 1 1 116.924 6.000 0.495 347.26
Circle C2 To Guest house
Avg. N.G.L. =3.083mt.Avg.exc.Level=2.406 mt.
Avg.depth=0.677mt. 1 1 155.930 6.000 0.677 633.39Circle C3 To School road
Avg. N.G.L. =2.171mt.Avg.exc.Level=1.661 mt.
Avg.depth=0.510mt. 1 1 46.875 6.000 0.510 143.44
→ Exacvation for Cycle track
Circle C1 To C4
Avg. N.G.L. =3.885mt.Avg.exc.Level=3.715 mt.
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. N.G.L. =2.732mt.Avg.exc.Level=2.382 mt.
Avg.depth=0.350mt. 1 1 224.775 2.600 0.350 204.55
Total
Authorised Sign
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Authorised Sign
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
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
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
→ 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
For road =3.385- Road Exc.3.170= 0.215 mt. -1 1 6.000 2.070 0.215 -2.67
Total
Total
Authorised Sign
JMC Projects
Authorised Sign
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
External -Road
Item No Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
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
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=3.015-2.81mt.= -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
0.00
0.00
130.45Total
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Authorised Sign
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
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
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
Total Qty of G5=2.82 Cumt.
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
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
11A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.075 1.18
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
11A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.075 1.18
Total Qty of G2=6.82 Cumt.
B7
G6,G7 same as G2 of B6 6.82
0.00
67.80 1304
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
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
G12 same as G4 of B6 14.65
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
G12 same as G4 of B6 3.78
B7
G9 same as G4 of B6 3.78
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
Total Qty of G14= 4.39 Cumt.
G15 same as G14 4.39
B7
G10,G11 same as G14 of B6 4.39
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
Total Qty of G16= 8.28 Cumt.
B7
G4 same as G16 of B6 8.28
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Total Qty of G4= 133.92 Cumt.
G5,G12,G13 same as G4 of B6=3*133.92 401.76B5
G5 same as G4 of B6 0.00
B7
G12 same as G4 of B6 133.92
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Total Qty of G4= 46.78 Cumt.
G13 same as G4 46.78
B5
G12 same as G4 of B6 46.78
B7
G9 same as G4 of B6 46.78
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
G3 same as G2 184.68
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.
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
-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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Total Qt of G2=20.28 Cumt.
→ 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
Grid K-L/E-C/14A/12A - Bedroom - 1 2 1 2.70 0.30 2.165 3.51
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
Total of G4=106.52 Cumt.
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Total Qty of G1=135.46 Cumt.
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 15A/E-D - Ver/Outside 1 1 0.600 2.165 1.30
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/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-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
Total Qty of G2=107.67 Cumt.
→ 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/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 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
Total Qty of G2 = 107.82 Cumt.
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
-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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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.
11A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 0.100 1.58
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
11A-10A/K-E - Study/Kitchen 1 1 3.150 5.000 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
G1 same as G1 of B6 140.44
B7
G4,G5 same as G1 of B6 280.88
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
G6,G7 same as G2 of B6 320.28
0.00
1483.20 1060488
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,
a)For 300 mm thick wall
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Total of G4=12.00 Cumt.
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
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/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
Total Qty of G14=13.34 Cumt.
→ 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
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 0.300 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
Grid K-L/E-C/14A/12A - Bedroom-1 2 1 2.70 0.300 2.915 4.72
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Less fro Paid in RA-03 a e no.-78 -45.18
Less fro Paid in RA-03 a e no.-77 -42.34
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
Total of G4=112.23 Cumt.
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 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-Dinning 2 1 0.900 2.165 3.90
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
Total Qt of G14=108.31 Cumt.
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
House Type B6
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Location: Mundra 01/03/10 to 31/03/10
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
Total Qty of G1=141.17 Cumt.
→ 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 15A/E-D - Ver/Outside 1 1 0.600 2.165 1.30
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/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-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
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
Total Qt of G2=113.38 Cumt.
→ 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/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-Dinning 2 1 0.900 2.165 3.90
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
Total Qty of G2 = 114.21 Cumt.
G3 same as G2 114.21 45569.79
Less fro Paid in RA-02 page no.-141 -104.51
Less fro Paid in RA-03 page no.-78 -297.84
Less fro Paid in RA-03 page no.-77 -313.53
1367.44
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007Type B7
Item
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
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
Name of Owner: M/s Coastal Gujarat Power Limited
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007Type B7
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007Type B7
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra
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
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
Total Qty of G6= 5.50 Cumt.
G7 same as G6 5.50
10.99 14330.96
3.01a Providing ordinary formwork with shuttering
plywood/ steel sheathing and steel supporting
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007Type B7
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
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
Total Qty of G6= 45.35 Cumt.
G7 same as G6 45.35
90.70 21314.5
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,
a)For 300 mm thick wall
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type B8
Item
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 foundationtrenches, drains, etc. including clearing the site,etc…
a)Depth up to 2.0 m cum
House Type B8 (Footing Excavation)
Avg.NGL=4.32,Avg.Exc.lvl=2.82 mt.
0.002.01 Providing and laying Cement Concrete including
compaction, finishing top surface to the level curing
but excluding the cost of formwork etc. complete as
c) PCC 1:4:8 cum
House Type B8 (Footing Excavation)
Avg.NGL=4.32,Avg.Exc.lvl=2.82 mt.
0.00
2.12.1 Providing and laying in position machine batched,
machine mixed and machine vibrated design mix
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
Project Name: Township For CGPL at Mundra
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Total
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type B8
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Project Name: Township For CGPL at Mundra
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type B9
Item
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
House Type B9 (Footing Excavation) G9 to G12
Avg.NGL=4.150,Avg.Exc.lvl=2.650 mt.
0.00 0
1.14 Disposing of the surplus excavated earth and/or
debris etc. including loading at site, transport ing &disposal as per designated place by EIC, unloading,
spreading and dressing etc. complete (For all civil,
plumbing & electrical works).
a)Beyond initial lead of 100m to 1km.
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
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
House Type B9 (Footing P.C.C.)
0.00 0
2.12.1 Providing and laying in position machine batched,
machine mixed and machine vibrated design mixfair 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 reinforcementPedestal Concrete up to Plinth beam bottom
0.00 0
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Total
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/02/10 to 28/02/10
Authorised Sign
JMC Projects
Authorised Sign
CGPl
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type B9
ItemNo
Description of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/02/10 to 28/02/10
3.01a Providing ordinary formwork with shuttering
plywood/ steel sheathing and steel supporting
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
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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 .
a)Beyond initial lead of 100m to 1km.
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)
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra
Location: Mundra
Name of Owner: M/s Coastal Gujarat Power Limited
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type C3
Item
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 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
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Total
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type C3
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
0.00
121.12 86600.8
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
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
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Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type C3
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
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
G2 same as G1 238.32
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
G2 same as G1 190.72
0.00
381.44 272729.6
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Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Type D
Item
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
House Type D (Footing Excavation) G1 to G5
Avg.NGL=5.950,Avg.Exc.lvl=4.450 mt.
0.00 0
1.14 Disposing of the surplus excavated earth and/or
debris etc. including loading at site, transport ing &disposal as per designated place by EIC, unloading,
spreading and dressing etc. complete (For all civil,
plumbing & electrical works).
a)Beyond initial lead of 100m to 1km.
House Type D (Footing Excavation) G1 to G5
Avg.NGL=5.953,Avg.Exc.lvl=4.453 mt.
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 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
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
c) PCC 1:4:8
0.00 0
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Total
Project Name: Township For CGPL at Mundra Running Bill No.
Location: Mundra 01/02/10 to 28/02/10
Authorised Sign
JMC Projects
Authorised Sign
CGPL
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Item
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…0.975
a)Depth up to 2.0 m cum
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
1.14 Disposing of the surplus excavated earth and/or
debris etc. including loading at site, transport ing &
disposal as per designated place by EIC, unloading,
spreading and dressing etc. complete (For all civil,
plumbing & electrical works).
a)Beyond initial lead of 100m to 1km.
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
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Project Name: Township For CGPL at Mundra Running Bill No.
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power LimitedName of Contractor: M/s JMC Projects (I) Ltd.
Location: Mundra
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Project Name: Township For CGPL at Mundra Running Bill No.
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
2.01 Providing and laying Cement Concrete includingcompaction, f inishing top surface to the level curing
but excluding the cost of formwork etc. complete as
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
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
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
3.01a Providing ordinary formwork with shuttering
plywood/ steel sheathing and steel supporting
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power LimitedName of Contractor: M/s JMC Projects (I) Ltd.
Location: Mundra
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Project Name: Township For CGPL at Mundra Running Bill No.
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Shoping Centre
Item
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
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,
plumbing & electrical works).
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
1.14 Disposing of the surplus excavated earth and/or
debris etc. including loading at site, transporting &
a)Beyond initial lead of 100m to 1km.
Shoping Centre(Footing Excavation)
0.00
2.01 Providing and laying Cement Concrete including
compaction, f inishing top surface to the level curing
but excluding the cost of formwork etc. complete as
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
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Total
To be Paid in Bill
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Authorised Sign
JMC Projects
Authorised Sign
CGPL
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Shoping Centre
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
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
grade with minimum cement content 400 Kg per
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
3.01a Providing ordinary formwork with shuttering
plywood/ steel sheathing and steel supporting
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
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,
a)For 300 mm thick wall
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
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4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Shoping Centre
Item
NoDescription of Item Unit No. Length Breadth Depth Quantity
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Project Name: Township For CGPL at Mundra Running Bill No.
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
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
CGPL
8/3/2019 Copy of CGP1 RA 04 ST Corrected
http://slidepdf.com/reader/full/copy-of-cgp1-ra-04-st-corrected 65/65
4
Period
Date of Submission
Work Order No.: RMPL/JK/CC-AHM: JMC Projects (I) Ltd. Dated 12th September, 2007
Sub Station
Item
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 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
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 ss1
Sub station 1 (Excavation)
SS1 - Avg.NGL=2.995,Avg.Exc.lvl=1.495 mt.
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
1.14 Disposing of the surplus excavated earth and/or
debris etc. including loading at site, transport ing &
disposal as per designated place by EIC, unloading,
spreading and dressing etc. complete (For all civil,
plumbing & electrical works).
a)Beyond initial lead of 100m to 1km.
Sub station 1 (Footing Excavation)
SS1 - Avg.NGL=2.995,Avg.Exc.lvl=1.495 mt.
Out to Out Dimension 1 1 10.650 12.150 0.900 116.46
JMC Projects (I) Ltd.Doc. No. : FCN-AA-09 (R0) Date: 18/02/2003 Page 01 of 01
Measurement Sheet
Project Name: Township For CGPL at Mundra
Total
Running Bill No.
Location: Mundra 01/03/10 to 31/03/10
Name of Owner: M/s Coastal Gujarat Power Limited
Name of Contractor: M/s JMC Projects (I) Ltd.
Total