Formwork Formw

Agt no 12
S.no Description Block 2 Block 3&4 S.no
1 Footing 269.81 401.82 1
2 Pedstal 56.62 86.45 2
3 Grade beam 426.71 638.39 3
4 Plinth beam 434.32 652.56 4
1187.47 1779.22 7
Total 2966.69 m2 8
9
10

213.06
 Formwork Formwork
Agt no 13
Description Block 2 Block 3&4 S.no
RC wall, GF ROOF,STAIRCASE 1256.52 1908.67 1
2
FF roof 435.17 653.11

lintel 374.34 562.23

Headroom 74.72
Water tank 103.70
2244.46 3124.01
Total 5368.48 m2
 Formwork
Agt no14
Description Block 2 Block 3&4
GF sunshade 0.00 0.00
FF sunshade 0.00 0.00
0.00 0.00
Total 0.00 m2
 Agt No 12) Providing form work for all reinforced cement concrete works like lintels, beams,etc., including
strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of
size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c)and
supported by casurina props of 10cm to 13cm dia (Spaced at 75cm c/c)as noted below including removing the
same after specified period without damaging RCC works in all floors etc., complete as directed by the
departmental officers complying with relevant standard specifications. Plinth beam, Column Footings

Description Nos L(m) B(m) D(m) Qty

F1 footing 1 12 6.40 0.25 19.20
F2 footing 1 16 6.60 0.25 26.40
F3 footing 1 6 7.60 0.25 11.40
F3' footing 1 4 7.60 0.25 7.60
F4 footing 1 8 7.00 0.25 14.00
F4' footing 1 4 7.00 0.25 7.00
F5 footing 1 2 7.80 0.30 4.68
F5' footing 1 4 7.80 0.30 9.36
F6 footing 1 4 8.20 0.30 9.84
F7 footing 1 8 8.80 0.30 21.12
CF1
Raft slab 1 4 17.00 0.30 20.40
Raft beam 1 4 14.00 0.30 16.80
CF2
Raft slab 1 4 15.40 0.30 18.48
Raft beam 1 4 10.40 0.30 12.48
CF3
Raft slab 1 8 12.60 0.30 30.24
Raft beam 1 8 9.40 0.20 15.04
CF4
Raft slab 1 2 13.40 0.30 8.04
Raft beam 1 2 10.40 0.30 6.24
CF5
Raft slab 1 1 18.20 0.30 5.46
Raft beam 1 1 15.08 0.40 6.03
Total qty 269.81 M2

Description Nos L(m) B(m) D(m) Qty

F1 footing 2 10 6.40 0.25 32.00
F2 footing 2 12 6.60 0.25 39.60
F3 footing 2 4 7.60 0.25 15.20
F3' footing 2 4 7.60 0.25 15.20
F4 footing 2 5 7.00 0.25 17.50
F4' footing 2 4 7.00 0.25 14.00
F5 footing 2 2 7.80 0.30 9.36
F5' footing 2 4 7.80 0.30 18.72
F6 footing 2 2 8.20 0.30 9.84
F7 footing 2 6 8.80 0.30 31.68
CF1
Raft slab 2 3 17.00 0.30 30.60
Raft beam 2 3 14.00 0.30 25.20
CF2
Raft slab 2 3 15.40 0.30 27.72
Raft beam 2 3 10.40 0.30 18.72
CF3
Raft slab 2 6 12.60 0.30 45.36
Raft beam 2 6 9.40 0.20 22.56
CF4
Raft slab 2 2 13.40 0.30 16.08
Raft beam 2 2 10.40 0.30 12.48
Total qty 401.82 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

F1 Footing 1 12 1.90 0.375 8.55
F2 Footing 1 16 1.90 0.350 10.64
F3 Footing 1 5 1.90 0.300 2.85
F3' Footing 1 5 1.90 0.300 2.85
F4 Footing 1 6 1.90 0.350 3.99
F4' Footing 1 6 1.90 0.350 3.99
F5 Footing 1 3 1.90 0.400 2.28
F5' Footing 1 3 1.90 0.400 2.28
F6 Footing 1 4 1.90 0.375 2.85
F7 Footing 1 8 1.90 0.300 4.56
Combained footing
CF1 3 4 1.90 0.10 2.28
CF2 2 4 1.90 0.10 1.52
CF3 2 8 1.90 0.20 6.08
CF4 2 2 1.90 0.10 0.76
CF5 6 1 1.90 0.10 1.14
Total qty 56.62 M2

F1 Footing 2 10 1.90 0.375 14.25

F2 Footing 2 12 1.90 0.350 15.96
F3 Footing 2 4 1.90 0.300 4.56
F3' Footing 2 4 1.90 0.300 4.56
F4 Footing 2 5 1.90 0.350 6.65
F4' Footing 2 4 1.90 0.350 5.32
F5 Footing 2 2 1.90 0.400 3.04
F5' Footing 2 4 1.90 0.400 6.08
F6 Footing 2 2 1.90 0.375 2.85
F7 Footing 2 6 1.90 0.300 6.84
Combained footing
CF1 2 3 3 1.90 0.10 3.42
CF2 2 2 3 1.90 0.10 2.28
CF3 2 2 6 1.90 0.20 9.12
CF4 2 2 2 1.90 0.10 1.52
Total qty 86.45 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround both side
of expansion joint(from 1 2 1 110.03 0.45 99.03
grid no 29 in front
side)
Bedroom inner 1 16 10.80 0.45 77.76
Hall inner 1 16 12.10 0.45 87.12
Kitchen inner 1 16 7.26 0.45 52.27
Toilet inner 1 16 8.02 0.45 57.74
OTS BEAMS 1 3 5 2.45 0.45 16.54
Staircase inner larger po 1 4 11.60 0.45 20.88
Staircase inner smaller p 1 4 8.54 0.45 15.37
Total qty 426.71 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround side 2 1 166.24 0.45 149.62
Bedroom inner 2 12 10.80 0.45 116.64
Hall inner 2 12 12.10 0.45 130.68
Kitchen inner 2 12 7.26 0.45 78.41
Toilet inner 2 12 8.02 0.45 86.62
Staircase inner larger po 2 3 11.60 0.45 31.32
Staircase inner smaller p 2 3 8.54 0.45 23.06
OTS BEAMS 2 2 5 2.45 0.45 22.05
Total qty 638.39 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround both side

of expansion joint(from 1 2 110.03 0.45 99.03
grid no 29 in front
side)
Bedroom inner 1 16 10.80 0.45 77.76
Hall inner 1 16 12.10 0.45 87.12
Kitchen inner 1 16 7.26 0.45 52.27
Toilet inner 1 16 5.57 0.45 40.13
bath inner 1 16 5.80 0.45 41.76
Staircase inner larger po 1 4 11.60 0.45 20.88
Staircase inner smaller p 1 4 8.54 0.45 15.37
Total qty 434.32 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround side 2 1 166.24 0.45 149.62
Bedroom inner 2 12 10.80 0.45 116.64
Hall inner 2 12 12.10 0.45 130.68
Kitchen inner 2 12 7.26 0.45 78.41
Toilet inner 2 12 5.57 0.45 60.20
bath inner 2 12 5.80 0.45 62.64
Staircase inner larger po 2 3 11.60 0.45 31.32
Staircase inner smaller p 2 3 8.54 0.45 23.06
Total qty 652.56 M2

TOTAL FORMWORK 2966.69 m2

 Agt No 13) Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including
shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over
silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size
10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors
etc., complete as directed by the departmental officer. (Slabs, Lintels & Lofts)
Block 2 RC wall formwork(GF),FF
"L" shape bathroom alround inner and outer 1 10 2 9.86 2.90 571.88
ots walls 1 3 2 10.14 2.90 176.44
D/f Ventilator both Bath&toilet -1 32 2 0.60 0.60 -23.04

outer beam exp pad 2 bl 1 2 110.03 0.15 33.01

Bedroom inner 1 16 10.80 0.025 4.32
Hall inner 1 16 12.10 0.025 4.84
Kitchen inner 1 16 7.26 0.025 2.90
Bathroom inner(measurment from type design) 1 16 8.02 0.025 3.21
Staircase inner portion 1 4 16.86 0.150 10.12
Roof slab bottom
Bedroom inner 1 16 3.00 2.40 115.20
Hall inner 1 16 2.70 3.35 144.72
Kitchen inner 1 16 1.81 1.82 52.71
Bathroom inner(measurment from type design) 1 16 2.11 1.90 64.14
Block 2 Staircase formwork(GF to FF)
GF 1st flight bottom 1 4 3.10 1.200 14.88
1st flight side 1 4 3.10 0.150 1.86
First flight steps 10 4 0.14 0.152 0.82
First mid landing 1 4 2.45 0.70 6.86
Mid landing beam outer 1 4 2.45 0.38 3.72
Mid landing beam inner 1 4 2.45 0.23 2.25
GF to FF second flight 1 4 2.80 1.2 13.44
Second flight steps 9 4 0.14 0.152 0.74
Second mid landing 1 4 2.45 1.88 18.42
midlanding front sides 19 4 1.20 0.152 13.86
head room staircase
GF 1st flight bottom 1 1 3.10 1.200 3.72
1st flight side 1 1 3.10 0.150 0.46
First flight steps 10 1 0.14 0.152 0.21
First mid landing 1 1 2.45 0.70 1.72
Mid landing beam outer 1 1 2.45 0.38 0.93
Mid landing beam inner 1 1 2.45 0.23 0.56
GF to FF second flight 1 1 2.80 1.2 3.36
Second flight steps 9 1 0.14 0.152 0.18
Second mid landing 1 1 2.45 1.88 4.61
midlanding front sides 19 1 1.20 0.152 3.47
Total qty 1256.52 M2
Block 3&4 RC wall formwork(GF,FF)
"L" shape bathroom alround inner and outer 2 8 2 9.86 2.90 915.01
ots walls 2 2 2 10.14 2.90 235.25
D/f Ventilator both Bath&toilet -2 24 2 0.60 0.60 -34.56

Outer alround side(from A2 grid) 2 1 166.24 0.15 49.87

Bedroom inner 2 12 10.80 0.025 6.48
Hall inner 2 12 12.10 0.025 7.26
Kitchen inner 2 12 7.26 0.025 4.36
Bathroom inner(measurment from type design) 2 12 8.02 0.025 4.81
Staircase inner portion 2 3 16.86 0.150 15.17
Roof slab bottom
Bedroom inner 2 12 3.00 2.40 172.80
Hall inner 2 12 2.70 3.35 217.08
Kitchen inner 2 12 1.81 1.82 79.06
Bathroom inner(measurment from type design) 2 12 2.11 1.90 96.22
Block 3&4 Staircase formwork(GF to FF)
GF 1st flight bottom 2 3 1 3.10 1.200 22.32
1st flight side 2 3 1 3.10 0.150 2.79
First flight steps 2 3 10 0.14 0.152 1.23
First mid landing 2 3 1 2.45 0.70 10.29
Mid landing beam outer 2 3 1 2.45 0.38 5.59
Mid landing beam inner 2 3 1 2.45 0.23 3.38
GF to FF second flight 2 3 1 2.80 1.2 20.16
Second flight steps 2 3 9 0.14 0.152 1.11
Second mid landing 2 3 1 2.45 1.88 27.64
midlanding front sides 19 3 1.20 0.152 10.40
head room staircase
GF 1st flight bottom 2 1 1 3.10 1.200 7.44
1st flight side 2 1 1 3.10 0.150 0.93
First flight steps 2 1 10 0.14 0.152 0.41
First mid landing 2 1 1 2.45 0.70 3.43
Mid landing beam outer 2 1 1 2.45 0.38 1.86
Mid landing beam inner 2 1 1 2.45 0.23 1.13
GF to FF second flight 2 1 1 2.80 1.2 6.72
Second flight steps 2 1 9 0.14 0.152 0.37
Second mid landing 2 1 1 2.45 1.88 9.21
midlanding front sides 19 1 1.20 0.152 3.47
Total qty 1908.67 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround both side of expansion joint(from grid no 1 2 110.03 0.15 33.01
29 in front side)
Bedroom inner 1 16 10.80 0.025 4.32
Hall inner 1 16 12.10 0.025 4.84
Kitchen inner 1 16 7.26 0.025 2.90
Bathroom inner(measurment from type design) 1 16 8.02 0.025 3.21
Staircase inner portion 1 4 16.86 0.150 10.12
Roof slab bottom
Bedroom inner 1 16 3.00 2.40 115.20
Hall inner 1 16 2.70 3.35 144.72
Kitchen inner 1 16 1.81 1.82 52.71
Bathroom inner(measurment from type design) 1 16 2.11 1.90 64.14
Total qty 435.17 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround side(from A2 grid) 2 1 166.24 0.15 49.87
Bedroom inner 2 12 10.80 0.025 6.48
Hall inner 2 12 12.10 0.025 7.26
Kitchen inner 2 12 7.26 0.025 4.36
Bathroom inner(measurment from type design) 2 12 8.02 0.025 4.81
Staircase inner portion 2 3 16.86 0.150 15.17
Roof slab bottom
Bedroom inner 2 12 3.00 2.40 172.80
Hall inner 2 12 2.70 3.35 217.08
Kitchen inner 2 12 1.81 1.82 79.06
Bathroom inner(measurment from type design) 2 12 2.11 1.90 96.22
Total qty 653.11 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Beam side
Outer alround beam side 1 3 18.70 0.38 21.32
Larger portion inner beam side 1 3 11.60 0.26 8.87
Shorter portion inner beam side 1 3 8.54 0.26 6.53
Slab bottom 3
Larger portion slab bottom 1 3 3.35 2.45 24.62
Shorter portion slab bottom 1 3 1.82 2.45 13.38
Total qty 74.72 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Beam side
Water tank outer wall 1 3 13.44 1.125 45.36
Water tank inner wall 1 3 11.60 1.00 34.80
Cover slab bottom 1 3 3.35 2.45 24.62
Manhole -1 3 0.60 0.60 -1.08
Total qty 103.70 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround both side of expansion joint(from grid no 1 2 2 110.03 0.15 66.02
29 in front side)
Bedroom inner 1 16 2 10.80 0.15 51.84
Hall inner 1 16 2 12.10 0.15 58.08
Kitchen inner 1 16 2 7.26 0.15 34.85
Bathroom inner(measurment from type design) 1 16 2 5.90 0.15 28.32
Toilet inner(measurment from type design) 1 16 2 3.92 0.15 18.82
Staircase inner larger portion 1 4 2 11.60 0.15 13.92
Staircase inner smaller portion 1 4 2 8.54 0.15 10.25
Bedroom loft bottom 1 16 2 3.00 0.60 57.60
Bedroom loft side 1 16 2 3.00 0.05 4.80
kitchen hearth slab bottom 1 16 2 1.82 0.60 34.94
kitchen hearth slab side 1 16 2 1.82 0.05 2.91
SINK ALL SIDES 1 16 2 2.44 0.05 3.90
D/F sink open -1 16 2 0.61 0.61 -11.91
Total qty 374.34 M2

Desccription Nos L(m) B(m) D(m) Qty(m2)

Outer alround side(from A2 grid) 2 1 2 166.24 0.15 99.74
Bedroom inner 2 12 2 10.80 0.15 77.76
Hall inner(include bathroom passage) 2 12 2 12.10 0.15 87.12
Kitchen inner 2 12 2 7.26 0.15 52.27
Bathroom inner(measurment from type design) 2 12 2 5.90 0.15 42.48
Toilet inner(measurment from type design) 2 12 2 3.92 0.15 28.22
Staircase inner larger portion 2 3 2 11.60 0.15 20.88
Staircase inner smaller portion 2 3 2 8.54 0.15 15.37
Bedroom loft bottom 2 12 2 3.00 0.60 86.40
Bedroom loft side 2 12 2 3.00 0.05 7.20
kitchen hearth slab bottom 2 12 2 1.82 0.60 52.42
kitchen hearth slab side 2 12 2 1.82 0.05 4.37
SINK ALL SIDES 2 12 2 2.44 0.05 5.86
D/F sink open -2 12 2 0.61 0.61 -17.86
Total qty 562.23 M2

TOTAL FORMWORK 5368.48 m2

 Agt No 14) Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc.,
including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x
25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and
supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified
period without damaging RCC works in all floors etc complete as directed by the departmental
officer.(Sunshade/Window/Boxing / column)
Block 2 Column (Pedstal top to Grade beam bottom)

Nos L(m) B(m) D(m) Qty(m2)

Desccription
F1 Footing 1 12 1.50 2.70 48.60
F2 Footing 1 16 1.50 2.70 64.80
F3 Footing 1 5 1.50 2.70 20.25
F3' Footing 1 5 1.50 2.70 20.25
F4 Footing 1 6 1.50 2.70 24.30
F4' Footing 1 6 1.50 2.70 24.30
F5 Footing 1 3 1.50 2.55 11.48
F5' Footing 1 3 1.50 2.55 11.48
F6 Footing 1 4 1.50 2.55 15.30
F7 Footing 1 8 1.50 2.60 31.20
Combained footing
CF1 3 4 1.50 2.70 48.60
CF2 2 4 1.50 2.70 32.40
CF3 2 8 1.50 2.70 64.80
CF4 2 2 1.50 2.70 16.20
CF5 6 1 1.50 2.60 23.40
Total qty 457.35 M2

Block 3&4 Column (Pedstal top to Grade beam bottom)

Desccription Nos L(m) B(m) D(m) Qty(m2)
F1 Footing 2 10 1.50 2.70 81.00
F2 Footing 2 12 1.50 2.70 97.20
F3 Footing 2 4 1.50 2.70 32.40
F3' Footing 2 4 1.50 2.70 32.40
F4 Footing 2 5 1.50 2.70 40.50
F4' Footing 2 4 1.50 2.70 32.40
F5 Footing 2 2 1.50 2.55 15.30
F5' Footing 2 4 1.50 2.55 30.60
F6 Footing 2 2 1.50 2.55 15.30
F7 Footing 2 6 1.50 2.60 46.80
Combained footing
CF1 2 3 3 1.50 2.70 72.90
CF2 2 2 3 1.50 2.70 48.60
CF3 2 2 6 1.50 2.70 97.20
CF4 2 2 2 1.50 2.70 32.40
Total qty 675.00 M2
Block 2 Column (Grade beam top to Plinth beam bottom)
C1 column 1 114 1.50 0.60 102.60
Total qty 102.60 M2

Block 3&4 Column (Grade beam top to Plinth beam bottom)

Nos L(m) B(m) D(m) Qty(m2)

Desccription
column 2 84 1.50 0.60 151.20
Total qty 151.20 M2
Block 2,3&4 Column sunshades
"W" sunshade bottom 1 1 80 1.68 0.60 80.64
"W" sunshade side 1 1 80 2.88 0.05 11.52
"KW" sunshade bottom 1 1 80 1.37 0.60 65.76
"KW" sunshade side 1 1 80 2.57 0.05 10.28
"W" sunshade bottom HEAD ROOM 3 1 1 1.37 0.60 2.47
"W" sunshade side 3 1 1 2.57 0.05 0.39
Total qty 171.05 M2

TOTAL FORMWORK 1557.20 m2