Item no.

Description of Item Measure Quantity Unit Price

ment Unit

In figures
(BDT)
1 Dismantling of R.C.C. beam, lintel, column, drop wall, Cum 575 2000.001
sun shade from any height and removal of debris to a
safe distance.

2 Dismantling of unserviceable/damaged brick works Cum 25 300.001

(with cement or lime mortar) of thickness 250 mm in
foundation and superstructure and removal of debris
to a safe distance

3 Dismantling of plain concrete made of lime or cement Cum 20 500.001

and removal of debris to a safe distance
4 Picking up old road surface,Broken RCC Block,CC Cum 70 100.001
including collecting and stacking the same at site.

5 Dismantling of brick flat soling and removal of debris to sqm 3000 10.001
a safe distance and removal of debris to a safe
distance.

6 Dismantling of H.B.B. Brick soling and removal of sqm 100 10.001

debris to a safe distance and removal of debris to a
safe distance.

7 Earth work in excavation of foundation trenches for Cum 6280 263.001

ordinary soil mixed with set cement, scrap iron, broken
glass etc. up to required depth including cutting &
removing debris to a safe distance as per direction.

8 Sand filling in yard with fine dry sand crated from Cum 1800 600.001
outside including spreading, watering, leveling and
compacting with vibro-compactor in 229mm layers etc.
as per direction (For compacted measurement).

9 Screening and collecting old metal picked up from road cum 1000 100.001
surface including stacking as per direction.

10 Labour for breaking bricks, brick bats, jhama or jhama Cum 950 300.001
bats including stacking at site.
11 Providing compacted sub base with (25mm~38mm) Cum 1000 500.001
size jhama brick chips and sand (FM= 0.80) in
proportion of (2:1) as per specification including local
handling i.e mixing sand and jhama chips in a stack
yard or road/ yard side land and spreading uniformly
on road/ yard bed to proper grade, camber/slope,
rolling properly with (8~10)Ton road roller for
compaction as per direction of the Engineer excluding
cost of jhama brick chips but including sand etc.
complete (Measurement will be given for compacted
volume).

12 Providing compacted sub base with (25mm~38mm) Cum 1550 3500.001

size jhama brick chips and sand (FM= 0.80) in
proportion of (2:1) as per specification including local
handling i.e mixing sand and jhama chips in a stack
yard or road/ yard side land and spreading uniformly
on road/ yard bed to proper grade, camber/slope,
rolling properly with (8~10)Ton road roller for proper
compaction as per direction of the Engineer including
cost of jhama brick chips and sand etc. all complete
(Measurement will be given for compacted volume).

13 Providing compacted sub base with (25mm~38mm) Cum 600 6200.001

size Sylhet stone chips and sand (FM- 0.80) in
proportion of (2:1) including local handling i.e. mixing
of sand and stone chips in a stack yard or road/ yard
bed to proper grade, camber/slope, rolling properly
with (8~10)Ton road roller for proper compaction as
per direction of the Engineer including cost of stone
chips and sand etc. all complete (Measurement will be
given for compacted volume).

14 Single layer brick flat soling in road work with first class Cum 12000 450.001
or picked jhama bricks as per alignment, camber and
grade including filling joints with sand (F.M. 0.80) etc.
complete including cost of all materials and accepted
by the Engineer-in-charge.
15 Reinforced cement concrete (RCC) work (excluding MS Cum 1470 19700.001
reinforcement) in proportion of (1:1½:3) with cement
(OPC), 100% Sylhet sand (FM=2.2) and Sylhet crushed
stone chips (19mm down) water reducing chemical
admixture of complying type A under ASTM C33 in
pavement, check wall, drain, column, beam, roof slab,
centering , shuttering in position with fully leak proof &
shuttering with plain 16 BWG steel sheet fitted over
38mmX38mmX 5mm FI bar frame and curing for 28
days complete as per direction in ground floor or
height up to 4.88m.

16 Supplying and fitting fixing MS deformed bar Kg 208000 90.001

reinforcement of required sizes (having minimum yield
strength, fy=60,000 psi) including fabrication, bending,
binding with wire, erection, hooking etc. complete as
per design and direction (No measurement for over
lapping/ lapping).

17 Supplying and fitting fixing of 25mm dia MS cap having Nos 550 30.001
length up to 260mm for dowel bars (excluding cost of
dowel bar) including filling the gap with bitumen/
grease etc. painting half portion of dowel bar etc. for
expansion joint as per direction and design.

18 Extra rate of painting over dowel bars or MS plain bars Nos 4500 10.001
fitted and fixed as concrete pavement connector with
two coats anti-corrosive epoxy paint after necessary
preparation of surface, then lubricated with oil/ grease
and finally placed firmly in proper position complete.

19 Supply and fitting fixing 25mm thick cork sheet for Sqm 290 70.001
provision of RCC expansion joints including cost of all
materials and labour etc. as per direction.

20 Supplying and laying 0.20mm thick polythin paper Sqm 4450 30.001
(with 150mm lapping) below RCC and CC work etc.
including cutting to proper sizes etc. as per direction.

21 Expansion joints of concrete pavement or bridge with Rm 950 200.001

bitumen and sand as per direction.
22 Filling up construction joints of concrete pavement Rm 850 30.001
with sand and bitumen mixture as per direction
including necessary cleaning of the joints etc.
complete.
23 Brick works with first class bricks in cement sand (F.M. Cum 5 5500.001
of sand 1.2) mortar (1:6) in foundation and plinth,
filling the joints/interstices fully with mortar, racking
out the joints, cleaning and soaking the bricks at least
for 24 hours before use and curing at least for 7 days
etc. all complete including cost of water, electricity and
other charges and accepted by the Engineer -in-
charge. (Cement: CEM-II/A-M)

24 Minimum 12 mm thick cement sand (F.M. 1.2) plaster Sqm 50 190.001

(1:4) with fresh cement to wall both inner-and outer
surface, finishing the corner and edges including
washing of sand cleaning the surface, scaffolding and
curing at least for 7 days, cost of water, electricity and
other charges etc. all complete in all respect as per
drawing and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M).

25 Earth filling in foundation trenches and plinth in 150 Cum 50 90.001

mm layer with earth available within 90 m of the
building site to achive minimum dry density of 95%
with optimum moisture content (Modified proctor
test) including carrying watering, leveling, dressing and
compacting to a specified percentage each layer up to
finished level etc. all complete and accepted by the
Engineer-in- charge..

26 Supplying, fitting and fixing of G.I. pipe with all special Rm 100 1000.001
fittings, such as bends, elbows, sockets, reducing
sockets, Tee, unions, jam-nuts etc. including cutting
trenches where necessary and fitting the same with
earth duly rammed and fixing in walls with holder bats
and making hole in floors, walls and consequent
mending good the damages etc. all complete in all
respects approved and accepted by the Engineer- in-
charge. 76mm dia
27 Supplying, fitting and fixing of G.I. pipe with all special Rm 570 1500.001
fittings, such as bends, elbows, sockets, reducing
sockets, Tee, unions, jam-nuts etc. including cutting
trenches where necessary and fitting the same with
earth duly rammed and fixing in walls with holder bats
and making hole in floors, walls and consequent
mending good the damages etc. all complete in all
respects approved and accepted by the Engineer- in-
charge. 102mm dia

28 Supplying different inside dia best quality uPVC Rm 50 300.001

pressure pipe for water supply having specific gravity
1.35 - 1.45, and other physical, chemical, themal, fire
resistivity properties etc. as per BSTI approved
manufacturer standards or ASTM, BS/ISO/IS standards
fitted and fixed in position with sockets, bends, with all
accessories such as Round

grating/domed roof grating, bends, sockets etc.

approved and accepted by the Engineerin-charge.
76mm dia

29 Supplying different inside dia best quality uPVC Rm 50 500.001

pressure pipe for water supply having specific gravity
1.35 - 1.45, and other physical, chemical, themal, fire
resistivity properties etc. as per BSTI approved
manufacturer standards or ASTM, BS/ISO/IS standards
fitted and fixed in position with sockets, bends, with all
accessories such as Round

grating/domed roof grating, bends, sockets etc.

approved and accepted by the Engineerin-charge.
102mm dia

30 Bailing out trapped water caused by inundation or rain, Hrs 500 150.001
by a pump from foundation trenches.
31 Mass concrete (1:2:4) in foundation or floor with Cum 5 5500.001
cement, sand (F.M. 1.2) and picked jhama chips
including breaking chips, screening, mixing, laying,
compacting to levels and curing for at least 7 days
including the supply of water, electricity and other
charges and costs of tools and plants etc. all complete
and accepted by the Engineer -in-

charge. (Cement: CEM-II/A-M)

32 Mild steel Grade 250 with minimum fy = 250 MPa work Kg 6100 110.001
in roof truss: supplying and fabrication of mild steel
sections as per design. Hoisting, fitting and fixing in
position with bolts and nuts or rivets or welded and
providing two coats of anti-corrosive paint over a
prime coat of red oxide paint etc. complete and
accepted by the Engineer. (Measurement to be given
for Truss member only).

33 Welding charges to MS works such as MS pipes, MS Rm 200 150.001

angles, MS flat bars etc. as per direction.
34 Welding charges to MS works such as MS angles, MS Point 500 10.001
Plates, GI pipes etc. up to (25mm x 25mm) as per
direction.

35 Providing tack coat @ 7.50 kg of bitumen (60/70 sqm 100 70.001

penetration grade) per 10 sqm including
heating bitumen up to 175°C to 185°C etc. all complete
(cost of bitumen included) and
accepted by the Engineer-in-charge.
36 Supplying and spreading of 25mm down Sylhet Cum 7.5 10000.001
crushed stone chips premixed with (80~100) grade
bitumen @ 60kg/ cum stone chips, heating the
bitumen to (176°C~188°C) temp, rolling with (8~10)Ton
roller in layers not more than 75mm thick including
cleaning the surface, removing rubbishes, cost of
roller, boiler, drums, baskets, brush and fuel etc.
complete as per direction for paving roads, depression
filling, pot holes etc. (For compacted volume).

37 Premixed bituminous seal coat with 0.12 cum of pea Sqm 100 140.001
gravels mixed with 80 kg of bitumen (60/70
penetration grade) per cum of pea gravels and laid
over 10 sqm road surface, spreading with proper
camber, grade, surface blinding with dry sand (F.M.
1.2) @ 0.09 cum per 10 sqm, rolling at a temperature
not below 90°C with appropriate steel drum roller (3-5
ton) and pneumatic multiple tire roller (8-10 tons) to
the desired compaction etc. all complete and accepted
by the Engineer-in-charge.
38 Providing seal coat with 4 cft of Sylhet sand (FM 2.2) Sqm 100 90.001
mixed with @ 7.32 kg of bitumen (60/70 penetration
grade) per 10 sqm of road surface including supplying
and spreading of dry sand (F.M. 0.80) @ 0.09 cum per
10 sqm, including heating bitumen upto 176°C to
190°C, and spreading, rolling at a temperature not
below 90°C celsius with appropriate

steel drum roller (3 -5 ton) and pneumatic multiple tire

roller (8-10 tons) to the desired compaction etc. all
complete (cost of bitumen included) and accepted by
the Engineer-incharge.

39 Carriage of materials such as sand, debris, brick bats Cum 6300 100.001
etc. including loading, unloading, local carriage and
carriage to a selected place by truck, push cart etc. as
per direction.

40 Carriage of glass, released doors, windows, pipes and Trip 5 900.001

other same materials etc. including loading, unloading
and carriage to a selected places etc. as per direction.

41 Supply and fitting fixing MS pipe including laying etc. Rm 40 3000.001

complete as per direction (Excluding specials)

42 Cleaning and dressing the site before and after work LS 1 108572.138
including leveling, dressing, widding out grass, up-
rooting trees up to 150mm dia., cutting jungles, bailing
out water, removing all refuges etc. to a safe distance
as per direction.

Total
Total Price

In Figures
(BDT)
1150000.575

7500.025

10000.02

7000.07

30003

1000.1

1651646.28

1080001.8

100001

285000.95
500001

5425001.55

3720000.6

5400012
28959001.47

18720208

16500.55

45004.5

20300.29

133504.45

190000.95

25500.85
27500.005

9500.05

4500.05

100000.1
855000.57

15000.05

25000.05

75000.5

27500.005
671006.1

30000.2

5000.5

7000.1

75000.0075

14000.1
9000.1

630006.3

4500.005

120000.04

108572.138

70290277 -0.0005 70290277

Item no. Description of Item Measure Quantity Unit Price
ment Unit
In figures
(BDT)
1 Dismantling of R.C.C. beam, lintel, column, drop wall, Cum 575 2100.001
sun shade from any height and removal of debris to a
safe distance.

2 Dismantling of unserviceable/damaged brick works Cum 25 300.001

(with cement or lime mortar) of thickness 250 mm in
foundation and superstructure and removal of debris
to a safe distance

3 Dismantling of plain concrete made of lime or cement Cum 20 500.001

and removal of debris to a safe distance
4 Picking up old road surface,Broken RCC Block,CC Cum 70 100.001
including collecting and stacking the same at site.

5 Dismantling of brick flat soling and removal of debris to sqm 3000 15.001
a safe distance and removal of debris to a safe
distance.

6 Dismantling of H.B.B. Brick soling and removal of sqm 100 15.001

debris to a safe distance and removal of debris to a
safe distance.

7 Earth work in excavation of foundation trenches for Cum 6280 198.501

ordinary soil mixed with set cement, scrap iron, broken
glass etc. up to required depth including cutting &
removing debris to a safe distance as per direction.

8 Sand filling in yard with fine dry sand crated from Cum 1800 590.001
outside including spreading, watering, leveling and
compacting with vibro-compactor in 229mm layers etc.
as per direction (For compacted measurement).

9 Screening and collecting old metal picked up from road cum 1000 100.001
surface including stacking as per direction.

10 Labour for breaking bricks, brick bats, jhama or jhama Cum 950 300.001
bats including stacking at site.
11 Providing compacted sub base with (25mm~38mm) Cum 1000 490.001
size jhama brick chips and sand (FM= 0.80) in
proportion of (2:1) as per specification including local
handling i.e mixing sand and jhama chips in a stack
yard or road/ yard side land and spreading uniformly
on road/ yard bed to proper grade, camber/slope,
rolling properly with (8~10)Ton road roller for
compaction as per direction of the Engineer excluding
cost of jhama brick chips but including sand etc.
complete (Measurement will be given for compacted
volume).

12 Providing compacted sub base with (25mm~38mm) Cum 1550 3520.001

size jhama brick chips and sand (FM= 0.80) in
proportion of (2:1) as per specification including local
handling i.e mixing sand and jhama chips in a stack
yard or road/ yard side land and spreading uniformly
on road/ yard bed to proper grade, camber/slope,
rolling properly with (8~10)Ton road roller for proper
compaction as per direction of the Engineer including
cost of jhama brick chips and sand etc. all complete
(Measurement will be given for compacted volume).

13 Providing compacted sub base with (25mm~38mm) Cum 600 6190.001

size Sylhet stone chips and sand (FM- 0.80) in
proportion of (2:1) including local handling i.e. mixing
of sand and stone chips in a stack yard or road/ yard
bed to proper grade, camber/slope, rolling properly
with (8~10)Ton road roller for proper compaction as
per direction of the Engineer including cost of stone
chips and sand etc. all complete (Measurement will be
given for compacted volume).

14 Single layer brick flat soling in road work with first class Cum 12000 460.001
or picked jhama bricks as per alignment, camber and
grade including filling joints with sand (F.M. 0.80) etc.
complete including cost of all materials and accepted
by the Engineer-in-charge.
15 Reinforced cement concrete (RCC) work (excluding MS Cum 1470 19690.001
reinforcement) in proportion of (1:1½:3) with cement
(OPC), 100% Sylhet sand (FM=2.2) and Sylhet crushed
stone chips (19mm down) water reducing chemical
admixture of complying type A under ASTM C33 in
pavement, check wall, drain, column, beam, roof slab,
centering , shuttering in position with fully leak proof &
shuttering with plain 16 BWG steel sheet fitted over
38mmX38mmX 5mm FI bar frame and curing for 28
days complete as per direction in ground floor or
height up to 4.88m.

16 Supplying and fitting fixing MS deformed bar Kg 208000 91.001

reinforcement of required sizes (having minimum yield
strength, fy=60,000 psi) including fabrication, bending,
binding with wire, erection, hooking etc. complete as
per design and direction (No measurement for over
lapping/ lapping).

17 Supplying and fitting fixing of 25mm dia MS cap having Nos 550 30.001
length up to 260mm for dowel bars (excluding cost of
dowel bar) including filling the gap with bitumen/
grease etc. painting half portion of dowel bar etc. for
expansion joint as per direction and design.

18 Extra rate of painting over dowel bars or MS plain bars Nos 4500 10.001
fitted and fixed as concrete pavement connector with
two coats anti-corrosive epoxy paint after necessary
preparation of surface, then lubricated with oil/ grease
and finally placed firmly in proper position complete.

19 Supply and fitting fixing 25mm thick cork sheet for Sqm 290 71.001
provision of RCC expansion joints including cost of all
materials and labour etc. as per direction.

20 Supplying and laying 0.20mm thick polythin paper Sqm 4450 30.001
(with 150mm lapping) below RCC and CC work etc.
including cutting to proper sizes etc. as per direction.

21 Expansion joints of concrete pavement or bridge with Rm 950 200.001

bitumen and sand as per direction.
22 Filling up construction joints of concrete pavement Rm 850 30.001
with sand and bitumen mixture as per direction
including necessary cleaning of the joints etc.
complete.
23 Brick works with first class bricks in cement sand (F.M. Cum 5 5600.001
of sand 1.2) mortar (1:6) in foundation and plinth,
filling the joints/interstices fully with mortar, racking
out the joints, cleaning and soaking the bricks at least
for 24 hours before use and curing at least for 7 days
etc. all complete including cost of water, electricity and
other charges and accepted by the Engineer -in-
charge. (Cement: CEM-II/A-M)

24 Minimum 12 mm thick cement sand (F.M. 1.2) plaster Sqm 50 195.001

(1:4) with fresh cement to wall both inner-and outer
surface, finishing the corner and edges including
washing of sand cleaning the surface, scaffolding and
curing at least for 7 days, cost of water, electricity and
other charges etc. all complete in all respect as per
drawing and accepted by the Engineer-in-charge.
(Cement: CEM-II/A-M).

25 Earth filling in foundation trenches and plinth in 150 Cum 50 90.001

mm layer with earth available within 90 m of the
building site to achive minimum dry density of 95%
with optimum moisture content (Modified proctor
test) including carrying watering, leveling, dressing and
compacting to a specified percentage each layer up to
finished level etc. all complete and accepted by the
Engineer-in- charge..

26 Supplying, fitting and fixing of G.I. pipe with all special Rm 100 1100.001
fittings, such as bends, elbows, sockets, reducing
sockets, Tee, unions, jam-nuts etc. including cutting
trenches where necessary and fitting the same with
earth duly rammed and fixing in walls with holder bats
and making hole in floors, walls and consequent
mending good the damages etc. all complete in all
respects approved and accepted by the Engineer- in-
charge. 76mm dia
27 Supplying, fitting and fixing of G.I. pipe with all special Rm 570 1400.001
fittings, such as bends, elbows, sockets, reducing
sockets, Tee, unions, jam-nuts etc. including cutting
trenches where necessary and fitting the same with
earth duly rammed and fixing in walls with holder bats
and making hole in floors, walls and consequent
mending good the damages etc. all complete in all
respects approved and accepted by the Engineer- in-
charge. 102mm dia

28 Supplying different inside dia best quality uPVC Rm 50 320.001

pressure pipe for water supply having specific gravity
1.35 - 1.45, and other physical, chemical, themal, fire
resistivity properties etc. as per BSTI approved
manufacturer standards or ASTM, BS/ISO/IS standards
fitted and fixed in position with sockets, bends, with all
accessories such as Round

grating/domed roof grating, bends, sockets etc.

approved and accepted by the Engineerin-charge.
76mm dia

29 Supplying different inside dia best quality uPVC Rm 50 500.001

pressure pipe for water supply having specific gravity
1.35 - 1.45, and other physical, chemical, themal, fire
resistivity properties etc. as per BSTI approved
manufacturer standards or ASTM, BS/ISO/IS standards
fitted and fixed in position with sockets, bends, with all
accessories such as Round

grating/domed roof grating, bends, sockets etc.

approved and accepted by the Engineerin-charge.
102mm dia

30 Bailing out trapped water caused by inundation or rain, Hrs 500 160.001
by a pump from foundation trenches.
31 Mass concrete (1:2:4) in foundation or floor with Cum 5 5600.001
cement, sand (F.M. 1.2) and picked jhama chips
including breaking chips, screening, mixing, laying,
compacting to levels and curing for at least 7 days
including the supply of water, electricity and other
charges and costs of tools and plants etc. all complete
and accepted by the Engineer -in-

charge. (Cement: CEM-II/A-M)

32 Mild steel Grade 250 with minimum fy = 250 MPa work Kg 6100 112.001
in roof truss: supplying and fabrication of mild steel
sections as per design. Hoisting, fitting and fixing in
position with bolts and nuts or rivets or welded and
providing two coats of anti-corrosive paint over a
prime coat of red oxide paint etc. complete and
accepted by the Engineer. (Measurement to be given
for Truss member only).

33 Welding charges to MS works such as MS pipes, MS Rm 200 160.001

angles, MS flat bars etc. as per direction.
34 Welding charges to MS works such as MS angles, MS Point 500 10.001
Plates, GI pipes etc. up to (25mm x 25mm) as per
direction.

35 Providing tack coat @ 7.50 kg of bitumen (60/70 sqm 100 71.001

penetration grade) per 10 sqm including
heating bitumen up to 175°C to 185°C etc. all complete
(cost of bitumen included) and
accepted by the Engineer-in-charge.
36 Supplying and spreading of 25mm down Sylhet Cum 7.5 9000.001
crushed stone chips premixed with (80~100) grade
bitumen @ 60kg/ cum stone chips, heating the
bitumen to (176°C~188°C) temp, rolling with (8~10)Ton
roller in layers not more than 75mm thick including
cleaning the surface, removing rubbishes, cost of
roller, boiler, drums, baskets, brush and fuel etc.
complete as per direction for paving roads, depression
filling, pot holes etc. (For compacted volume).

37 Premixed bituminous seal coat with 0.12 cum of pea Sqm 100 140.001
gravels mixed with 80 kg of bitumen (60/70
penetration grade) per cum of pea gravels and laid
over 10 sqm road surface, spreading with proper
camber, grade, surface blinding with dry sand (F.M.
1.2) @ 0.09 cum per 10 sqm, rolling at a temperature
not below 90°C with appropriate steel drum roller (3-5
ton) and pneumatic multiple tire roller (8-10 tons) to
the desired compaction etc. all complete and accepted
by the Engineer-in-charge.
38 Providing seal coat with 4 cft of Sylhet sand (FM 2.2) Sqm 100 91.001
mixed with @ 7.32 kg of bitumen (60/70 penetration
grade) per 10 sqm of road surface including supplying
and spreading of dry sand (F.M. 0.80) @ 0.09 cum per
10 sqm, including heating bitumen upto 176°C to
190°C, and spreading, rolling at a temperature not
below 90°C celsius with appropriate

steel drum roller (3 -5 ton) and pneumatic multiple tire

roller (8-10 tons) to the desired compaction etc. all
complete (cost of bitumen included) and accepted by
the Engineer-incharge.

39 Carriage of materials such as sand, debris, brick bats Cum 6300 110.001
etc. including loading, unloading, local carriage and
carriage to a selected place by truck, push cart etc. as
per direction.

40 Carriage of glass, released doors, windows, pipes and Trip 5 910.001

other same materials etc. including loading, unloading
and carriage to a selected places etc. as per direction.

41 Supply and fitting fixing MS pipe including laying etc. Rm 40 3000.001

complete as per direction (Excluding specials)

42 Cleaning and dressing the site before and after work LS 1 104735.138
including leveling, dressing, widding out grass, up-
rooting trees up to 150mm dia., cutting jungles, bailing
out water, removing all refuges etc. to a safe distance
as per direction.

Total
Total Price

In Figures
(BDT)
1207500.575

7500.025

10000.02

7000.07

45003

1500.1

1246586.28

1062001.8

100001

285000.95
490001

5456001.55

3714000.6

5520012
28944301.47

18928208

16500.55

45004.5

20590.29

133504.45

190000.95

25500.85
28000.005

9750.05

4500.05

110000.1
798000.57

16000.05

25000.05

80000.5

28000.005
683206.1

32000.2

5000.5

7100.1

67500.0075

14000.1
9100.1

693006.3

4550.005

120000.04

104735.138

70295170 -0.0005 70295170