Bill of Quantities (BOQ) of Structural Items
Rancon Sweaters Ltd.: Button Manufacturing Building
Buliding Area: 20,000 Sft.
Sl. Floor name Area (sft)
1 Ground Floor 5,000.00
2 1st Floor 5,000.00
3 2nd Floor 5,000.00
4 3rd Floor 5,000.00
Total Area 20,000.00
A-I) CIVIL WORKS (Sub-Structure)
Sl
Quantity Unit
Description of Works
1 Site Preparation & Digital lay out:
Preparation of work site including cleaning removing of spoils of undersiable materials if
any, and performing lay out work for footing , column and other structures' location digitally as 5000 sft
per specification of the Engineer-in-charge.
2 Earth Excavation:
Earth work Earth excavation of foundation trenches and plinth in all kinds of soil upto
required depth and width including cutting & uprooting of roots of trees if any, shoring, bailing
out water, if necessary providing centre line and masonry bench preparing the bed etc. strictly
as per design drawing as per direction of the Engineer-in-charge.
Footing 36572.55 cft
3 Sand Filling & compaction:
Compacted sand filling in trenches upto required plinth site development in 150 mm
layers, including levelling watering and consolidating each layer upto finished level as per
direciton of the Engineer-in-charge.
Pl to FGL (FM=0.8) 10,000.00 cft
4 Brick Flat Soling:
One layer brick flat soling in foundation and in floor with first class or picked jhama bricks
including preparation of bed & filling the interstices with local sand as per direction of the
Engineer-in-charge.
1. Below Ground Floor Slabs: 5,000.00 sft
5
Polythene sheet Laying:
Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5
square meter in floor below cement concrete reinforced concrete slab etc. all complete in all
respect as per direction of the Engineer-in-charge.
1. Below Ground Floor Slabs 5,000.00 sft
6 Cement Concrete:
Cement concrete work with (1:3:6) in foundation, floor and where required necessary in
proportions as detailed in sub items below using 19mm down graded picked jhama chips as
coarse aggregat and coarse sand (FM-2.0) as fine aggregate including breaking chips in to
required sizes, screening and washing of aggregates centering, shuttering, mixing laying
concrete compaction to materials etc. complete in all respect as per drawing, specification and
direction of the Engineer-in-charge.
1. Below Footing 647.00 cft
7 250 mm Brick Work (1:6):
250mm brick work with 1st class brick in cement sand (FM=1.70) mortar of porportion 1:6
providing bond with connected walls including screening and washing of sand, scaffolding
staging, racking out joints, curing and supplying of all materials etc. complete in all respect in
all heights as per drawing, specification and direction of the Engineer-in-charge
Below Grade Beam 275.10 Cft
A-II) CIVIL WORKS (Sub Structure)
8 Reinforced Cement Concrete up to GF:
Reinforced cement concrete work in the following with local made portland cement,
coarse clear 100% Sylhet sand (F.M.=2.5) and well down graded Stone chips of proportion
which actually is to be determined by trial mixing but any case not less than the ratio as
mentioned accordingly with strict control over water-cement ratio as per standrd code of
practice having minimum ultimate cylinder crushing strength f'c=3,500 psi(concrete sylindrer
test will have to be performed at 3 days interval and test report will have to be submitted to the
client) of concrete at 28 days, compaction or vibrating by mechanical vibrators, including
centering, woodenl shuttering, proping, placing thick polythene sheet on the surface,
scaffolding where ever necessary, mixing by power driven mixture machine, laying true to
level making provisions for expansion joints, construction joints, recesses, projection if
necessary, casting, casing in forms, supplying of all materials and curing for a period of 28
days by ponding fresh water etc. (excluding the cost of reinforcement and its fabrication)
complete as per specification, drawing, design and direction of the Engineer-in-charge.
a) Footing (Ratio 1: 1.5: 3) 3,457.00 cft
d) Sub-Structure Column /Pedestal (Ratio 1: 1.5: 3) 412.65 cft
g) Grade Beam (Ratio 1: 1.5: 3) 1,107.75 cft
9 Deformed Bar (Considering 5% wastage):
Supplying, fabrication and fixing to details as per design deformed bar reinforcement in
concrete in accordance with BSTI standard including straightening and cleaning rust, if any,
bending and binding in position with supply of G.I. wires etc. complete in all respects in all
floors.
72.5 grade deformed bar with minimum fy=72.5
a) Footing 6,756.75 kg
d) Sub-Structure Column /Pedestal 2,379.30 kg
g) Grade Beam 5,634.30 kg
A-iII) CIVIL WORKS (Super Structure)
10 Reinforced Cement Concrete Work:
Reinforced cement concrete work in the following with local made portland cement, coarse
clear Sylhet sandmix with approved quality local sand (F.M.=1.8) and well down graded brick
chips of proportion which actually is to be determined by trial mixing but any case not less
than the ratio as mentioned accordingly with strict control over water-cement ratio as per
standrd code of practice having minimum ultimate cylinder crushing strength f'c= 3,000 psi of
concrete at 28 days, compaction or vibrating by mechanical vibrators, including centering,
wooden shuttering, proping, placing thick polythene sheet on the surface, scaffolding where
ever necessary, breaking brick chips into required sizes, screening and washing aggregates,
mixing by power driven mixture machine, laying true to level making provi`sions for expansion
joints, construction joints, recesses, projection if necessary, casting, casing in forms, supplying
of all materials and curing for a period of 28 days by ponding fresh water etc. (excluding the
cost of reinforcement and its fabrication) complete as per specification, drawing, design and
direction of the Engineer-in-charge.
Ground floor slab (Ratio 1: 2: 4) 2,500.00 cft
Column GF(Superstructure 1:1.5:3 with stone chips f'c=3500 psi) 426.00 cft
Floor beam 1st Floor (Ratio 1: 2: 4) 1,170.00 cft
1st floor slab (Ratio 1: 2: 4) 2,720.00 cft
Column 1st Floor (Superstructure 1:1.5:3 with stone chips f'c=3500 psi) 426.00 cft
Floor beam 2nd Floor (Ratio 1: 2: 4) 1,170.00 cft
2nd floor slab (Ratio 1: 2: 4) 2,720.00 cft
Column 2nd Floor (Superstructure 1:1.5:3 with stone chips f'c=3500 psi) 426.00 cft
Floor beam 3rd Floor (Ratio 1: 2: 4) 1,170.00 cft
3rd floor slab (Ratio 1: 2: 4) 2,720.00 cft
Column 3rd Floor (Superstructure 1:1.5:3 with stone chips f'c=3500 psi) 426.00 cft
Floor beam roof Floor (Ratio 1: 2: 4) 1,170.00 cft
Roof floor slab (Ratio 1: 2: 4) 2,720.00 cft
Toilet Slab (Ratio 1: 2: 4) 348.00 cft
Lintel (Ratio 1: 2: 4) 720.00 cft
Stair (Ratio 1: 2: 4) 400.00 cft
Sl Description of Works Quantity Unit
11 Deformed Bar (Considering 5% wastage):
Supplying fabrication and fixing to details as per design deformed bar reinforcement in
concrete in accordance with BSTI standard including straightening and cleaning rust, if any,
bending and binding in position with supply of G.I. wires etc. complete in all respects in all
floors.
Ground floor slab 5,938.80 kg
Column GF 1,271.55 kg
Floor beam 1st Floor 5,943.00 kg
1st floor slab 9,528.75 kg
Column 1st Floor 1,271.55 kg
Floor beam 2nd Floor 5,943.00 kg
2nd floor slab 9,528.75 kg
Column 2nd Floor 1,271.55 kg
Floor beam 3rd 5,943.00 kg
3rd floor slab 9,528.75 kg
Column 3rd Floor 1,271.55 kg
Floor beam 4th 5,943.00 kg
4th floor slab 9,528.75 kg
Toilet Slab (Ratio 1: 2: 4) 4,080.00 kg
Lintel 3,814.80 kg
Stair 806.82 kg
12 127 mm Brick Work (1:4):
127mm brick work with 1st class brick in cement sand (FM=1.70) mortar of
porportion 1:4 providing bond with connected walls including screening and washing of sand,
scaffolding staging, racking out joints, curing and supplying of all materials etc. complete in all
respect in all heights as per drawing, specification and direction of the Engineer-in-charge.
Perimeter and Toilet walls 19,008.00 sft
13 Facing brick work : Providing
Facing brick work with 9.25" x 2.75" x .5" Mirpur wall tiles at exterior walls & drop walls with
groove pointing of approved quality pressed with 20 mm thick cement sand (F.M.1.2) mortar
(1:4), 10 mm thick cement mortar in adjacent sites including racking out joints and cutting the
bricks to required sizes wherever necessary with high class recessed pointing, cleaning and
soaking the bricks for at least 24 hours before use and washing of sand necessary scaffolding,
curing at least for 8 days for all floors up to 4th floor including cost of water, electricity and
other charges etc. all complete and accepted by the Engineer.
a) Ground Floor 4090 sft
14 250 mm Brick Work (1:6):
250mm brick work with 1st class brick in cement sand (FM=1.70) mortar of
porportion 1:6 providing bond with connected walls including screening and washing of sand,
scaffolding staging, racking out joints, curing and supplying of all materials etc. complete in all
respect in all heights as per drawing, specification and direction of the Engineer-in-charge.
GF Brick Column 392.00 sft
15 13 mm thick Plaster:
13mm thick cement sand (FM-1.70) plaster of proportion (1:6) on brick wall
sand wherever directed including, staging, scaffolding, cleaning washing with water, trawled to
smooth surface, finishing corners and edges, curing at least 7 days and supplying of all
materials etc. complete in all respect in all heights as per specification and direction of the
Enginee-in-charge.
GF Wall and Toilet walls 33,952.00 sft
16 8 mm thick Plaster:
8mm thick cement sand (FM-1.70) plaster of proportion (1:6) on roof slab
bottom wherever directed including, staging, scaffolding, cleaning washing with water, trawled
to smooth surface, finishing corners and edges, curing at least 7 days and supplying of all
materials etc. complete in all respect in all heights as per specification and direction of the
Enginee-in-charge.
GF Roof and Toilet walls 21,072.00 sft
Bill of Quantities (BOQ) Of Finishing Items
Rancon_ Button Manufacturin Building
Sl.No.
Unit
Description of Works Quantity
1 Floor Tiles: N.A Sft
Normal Tiles N.A Sft
Hi Glossy Tiles N.A Sft
2 Wall Tiles: N.A
Excecutive Toilets N.A sft
Workers Toilet N.A sft
3 Door _Plastic (For Toilet) N.A pcs
4 Partex Door (Main Door for rooms) N.A pcs
5 Aluminium Framed Swing Door: N.A pcs
6 Aluminium Framed Sliding Window:
2,000.00 sft
7 Aluminium Framed Fixed glass for exterior wall: 800.00 sft
8 Window Grill: 2,800.00 Sft
9 Commode with water hose N.A pcs
10 Long Pan N.A pcs
11 Standing Urinal : N.A pcs
12 Hand Wash Basin: N.A pcs
Excecutive (Pedestal Basin) N.A pcs
Normal N.A pcs
13 Mirror: N.A sft
14 Soap Tray: N.A pcs
15 Towel Rail: N.A pcs
16 Paint: 55,024.00 Sft
17 Stair Railing: 80.00 Rft
18 Dado/Skirting: 7,621.75 sft
19 Net cement finishing : 20,000.00 sft
20 Door(10ft x 10ft )and canopy (20ft x 8 ft): 1.00 nos
Total Cost = BDT
Bill of Quantities (BOQ) of Structural Items
Rancon Sweaters Ltd. : Plating
Buliding Area: 8000 Sft.
Sl. Floor name Area (sft)
1 Ground Floor 8,000.00
Total Area 8,000.00
A-I) CIVIL WORKS (Sub-Structure)
Sl Description of Works Quantity Unit
1 Site Preparation & Digital lay out:
Preparation of work site including cleaning removing of spoils of undersiable materials if
any, and performing lay out work for footing , column and other structures' location digitally as 8000 sft
per specification of the Engineer-in-charge.
2 Earth Excavation:
Earth work Earth excavation of foundation trenches and plinth in all kinds of soil upto
required depth and width including cutting & uprooting of roots of trees if any, shoring, bailing
out water, if necessary providing centre line and masonry bench preparing the bed etc. strictly
as per design drawing as per direction of the Engineer-in-charge.
Footing 16024.80 cft
3 Sand Filling & compaction:
Compacted sand filling in trenches upto required plinth site development in 150 mm
layers, including levelling watering and consolidating each layer upto finished level as per
direciton of the Engineer-in-charge.
Pl to FGL (FM=0.8) 16,000.00 cft
4 Brick Flat Soling:
One layer brick flat soling in foundation and in floor with first class or picked jhama bricks
including preparation of bed & filling the interstices with local sand as per direction of the
Engineer-in-charge.
1. Below Ground Floor Slabs: 8,000.00 sft
5
Polythene sheet Laying:
Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5
square meter in floor below cement concrete reinforced concrete slab etc. all complete in all
respect as per direction of the Engineer-in-charge.
1. Below Ground Floor Slabs 8,000.00 sft
6 Cement Concrete:
Cement concrete work with (1:3:6) in foundation, floor and where required necessary in
proportions as detailed in sub items below using 19mm down graded picked jhama chips as
coarse aggregat and coarse sand (FM-2.0) as fine aggregate including breaking chips in to
required sizes, screening and washing of aggregates centering, shuttering, mixing laying
concrete compaction to materials etc. complete in all respect as per drawing, specification and
direction of the Engineer-in-charge.
1. Below Footing 252.00 cft
7 250 mm Brick Work (1:6):
250mm brick work with 1st class brick in cement sand (FM=1.70) mortar of porportion 1:6
providing bond with connected walls including screening and washing of sand, scaffolding
staging, racking out joints, curing and supplying of all materials etc. complete in all respect in
all heights as per drawing, specification and direction of the Engineer-in-charge
Below Grade Beam 150.00 Cft
Sl Description of Works Quantity Unit
A-II) CIVIL WORKS (Sub Structure)
8 Reinforced Cement Concrete up to GF:
Reinforced cement concrete work in the following with local made portland cement,
coarse clear 100% Sylhet sand (F.M.=2.5) and well down graded Stone chips of proportion
which actually is to be determined by trial mixing but any case not less than the ratio as
mentioned accordingly with strict control over water-cement ratio as per standrd code of
practice having minimum ultimate cylinder crushing strength f'c=3,500 psi(concrete sylindrer
test will have to be performed at 3 days interval and test report will have to be submitted to the
client) of concrete at 28 days, compaction or vibrating by mechanical vibrators, including
centering, wooden shuttering, proping, placing thick polythene sheet on the surface,
scaffolding where ever necessary, mixing by power driven mixture machine, laying true to
level making provisions for expansion joints, construction joints, recesses, projection if
necessary, casting, casing in forms, supplying of all materials and curing for a period of 28
days by ponding fresh water etc. (excluding the cost of reinforcement and its fabrication)
complete as per specification, drawing, design and direction of the Engineer-in-charge.
a) Footing (Ratio 1: 1.5: 3) 883.67 cft
d) Sub-Structure Column /Pedestal (Ratio 1: 1.5: 3) 462.74 cft
g) Grade Beam (Ratio 1: 1.5: 3) 448.20 cft
9 Deformed Bar (Considering 5% wastage):
Supplying, fabrication and fixing to details as per design deformed bar reinforcement in
concrete in accordance with BSTI standard including straightening and cleaning rust, if any,
bending and binding in position with supply of G.I. wires etc. complete in all respects in all
floors.
72.5 grade deformed bar with minimum fy=72.5
a) Footing 1,528.97 kg
d) Sub-Structure Column /Pedestal 2,468.37 kg
g) Grade Beam 2,368.69 kg
A-iII) CIVIL WORKS (Super Structure)
10 Reinforced Cement Concrete Work:
Reinforced cement concrete work in the following with local made portland cement, coarse
clear Sylhet sandmix with approved quality local sand (F.M.=1.8) and well down graded brick
chips of proportion which actually is to be determined by trial mixing but any case not less
than the ratio as mentioned accordingly with strict control over water-cement ratio as per
standrd code of practice having minimum ultimate cylinder crushing strength f'c= 3,000 psi of
concrete at 28 days, compaction or vibrating by mechanical vibrators, including centering,
wooden shuttering, proping, placing thick polythene sheet on the surface, scaffolding where
ever necessary, breaking brick chips into required sizes, screening and washing aggregates,
mixing by power driven mixture machine, laying true to level making provi`sions for expansion
joints, construction joints, recesses, projection if necessary, casting, casing in forms, supplying
of all materials and curing for a period of 28 days by ponding fresh water etc. (excluding the
cost of reinforcement and its fabrication) complete as per specification, drawing, design and
direction of the Engineer-in-charge.
Ground floor slab (Ratio 1: 2: 4) 4,000.00 cft
Column (Superstructure 1:1.5:3 with stone chips f'c=3500 psi) 800.00 cft
Tie beam
i) GF (Ratio 1: 2: 4) 747.00 cft
Lintel
i) GF (Ratio 1: 2: 4) 220.00 cft
Sl Description of Works Quantity Unit
11 Deformed Bar (Considering 5% wastage):
Supplying fabrication and fixing to details as per design deformed bar reinforcement in
concrete in accordance with BSTI standard including straightening and cleaning rust, if any,
bending and binding in position with supply of G.I. wires etc. complete in all respects in all
floors.
Ground floor slab 9,031.17 kg
Column 3,598.35 kg
Tie beam
i) GF 3,675.47 kg
Lintel
i) GF 1,150.00 kg
12 127 mm Brick Work (1:4):
127mm brick work with 1st class brick in cement sand (FM=1.70) mortar of
porportion 1:4 providing bond with connected walls including screening and washing of sand,
scaffolding staging, racking out joints, curing and supplying of all materials etc. complete in all
respect in all heights as per drawing, specification and direction of the Engineer-in-charge.
Perimeter 1,930.00 sft
13 Facing brick work : Providing
Facing brick work with 9.25" x 2.75" x .5" Mirpur wall tiles at exterior walls & drop walls with
groove pointing of approved quality pressed with 20 mm thick cement sand (F.M.1.2) mortar
(1:4), 10 mm thick cement mortar in adjacent sites including racking out joints and cutting the
bricks to required sizes wherever necessary with high class recessed pointing, cleaning and
soaking the bricks for at least 24 hours before use and washing of sand necessary scaffolding,
curing at least for 8 days for all floors up to 4th floor including cost of water, electricity and
other charges etc. all complete and accepted by the Engineer.
a) Ground Floor 1079 sft
14 250 mm Brick Work (1:6):
250mm brick work with 1st class brick in cement sand (FM=1.70) mortar of
porportion 1:6 providing bond with connected walls including screening and washing of sand,
scaffolding staging, racking out joints, curing and supplying of all materials etc. complete in all
respect in all heights as per drawing, specification and direction of the Engineer-in-charge.
Brick Column 110.00 sft
15 13 mm thick Plaster:
13mm thick cement sand (FM-1.70) plaster of proportion (1:6) on brick wall
sand wherever directed including, staging, scaffolding, cleaning washing with water, trawled to
smooth surface, finishing corners and edges, curing at least 7 days and supplying of all
materials etc. complete in all respect in all heights as per specification and direction of the
Enginee-in-charge.
GF walls 5,988.00 sft
Total Cost
Bill of Quantities (BOQ) of Structural Items ( Steel)
Rancon Sweaters Ltd. : Plating
A. Basic Items
No Item Name Amount Unit
1 Pre-Fabricated Red
Pre-Fabricated RedSteel
Steel(Rafter etc)
Accessories ( Anchor Bolt, Joint 7.5 Ton
2 Plates, Nut Bolt, Screw, etc) 1.5 Ton
3 1.6 mm thick C Purlin (C 150-50-1.6) 4.5 Ton
4 0.47 mm PPGI Sheet 6.8 Ton
5 0.47 mm Sheet accessories 0.7 Ton
6 Transportation, Loading, Unloading etc 21 Ton
7 Erection 8000 sft
B. Additional Items
No Item Name Nos Total Area (sft)
1 Door 2 345
2 Canopy 2 320
3 Translucent Sheet 6 270
4 Insulation ( 5 mm Double Bubble ) 1 8972
Bill of Quantities (BOQ) of Finishing Items
Rancon Sweaters Ltd. : Plating
1 Floor Tiles: N.A Sft
Normal Tiles N.A Sft
Hi Glossy Tiles N.A Sft
2 Wall Tiles: N.A
Excecutive Toilets N.A sft
Workers Toilet N.A sft
3 Door _Plastic (For Toilet) N.A pcs
4 Partex Door (Main Door for rooms) N.A pcs
5 Aluminium Framed Swing Door: N.A pcs
6 Aluminium Framed Sliding Window:
600.00 sft
7 Aluminium Framed Fixed Window: N.A sft
8 Aluminium Framed Fixed glass for exterior wall: 480.00 sft
9 Window Grill: 1,080.00 Sft
10 Commode with water hose N.A pcs
11 Long Pan N.A pcs
12 Standing Urinal : N.A pcs
13 Hand Wash Basin: N.A pcs
Excecutive (Pedestal Basin) N.A pcs
Normal N.A pcs
14 Mirror: N.A sft
15 Soap Tray: N.A pcs
16 Towel Rail: N.A pcs
17 Paint: 5,988.00 Sft
18 Stair Railing: N.A Rft
19 Dado/Skirting: 1,080.00 sft
20 Net cement finishing : 8,000.00 sft
21 Collapsible gate N.A nos
Total Cost = BDT
