BOQ of Gimbi Fence
BOQ of Gimbi Fence
BOQ of Gimbi Fence
Tota..... Birr
Birr
Grand Total Birr
Tota.....7780843.53Birr
1167126.53 Birr
Grand Total With8947970.0595
Vat Birr
Tota..... Birr
Birr
Grand Total Birr
Tota.....485626.08 Birr
72843.91 Birr
Grand Total 558469.99 Birr
Area=211103SqM Perimeter=1981.03
m (Front L=495.26) and (The other side L=1485.77)
Uni
Quantity
Description t
No. A-Sub structure
1.EXCAVATION
Clear & EARTH
the site to remove WORK
the topsoil
to an average depth of 20cm.The site
clearance shall include cutting &
uprooting of trees on the site and
1.1 also
Trench demolishing
anyexcavation for works.
Masonry wall m² 4952.5
in ordinary soil for a depth not
exceeding 1000mm below gound
1.2 level.
Pit excavation for isolated footing in m 2179.13
3
Item
Unit Quantity
Description
No.
A-Sub structure
1.EXCAVATION
Clear the site to remove & EARTH
the topsoil WORK
to an average
depth of 20cm.The site clearance shall include
cutting & uprooting of trees on the site and also
1.1 any demolishing works. m² 50.58
Bulk excavation in ordinary soil to a depth of
1.2 1500 mm from reduced level including channel m3 92.4
excavation.
Ditto but exceeding 1500mm not exceeding
3000mm m3 92.4
Ditto but exceeding 3000mm not exceeding
4000mm m3 36.96
Fill around massonry wall and necessary areas to
match with the culvert slab with imported
selected materials from out side well rolled and
compacted in layers not exceeding 200 mm thick. m3 195
Fill hard core materials under footing well
rolled and compacted in layers not exceeding 200 m3 10.8
mm thick.
Load and cart away surplus excavated material
and the demolished material out of the compound
1.5 upto 6km by the guidance of site supervisor. m3 221.76
TOTAL CARRIED TO SUMMARY
2.CONCRETE WORK
50mm lean concrete quality c-5, with minimum
2.1 cement content of 150 kg/m3, of concrete
a) Under footing pad m² 33.72
b) Under beams m2 6.744
Reinforced concrete quality c-25,360kg of
cement/m3 filled in to form work and vibrated
around rod reinforcement. price include
formwork and all other necessary accessories to
2.3 complete the work.
a) To footing m3 10.8
b) To beams m3 3.64
c) To 4ocm thick culvert slab m3 14.4
d) To concrete post m3 0.54
Reinforced steel bars according to the structural
drawing, price include cutting,bending,pacing in
position and tying with soft iron wire of diameter
2.5 1.5mm
a) Diameter 8mm deformed bar kg 12.44
b) Diameter 12mm deformed bar kg 456.11
c) Diameter 16mm deformed bar kg 1306.98
d) Diameter 24mm deformed bar kg 3175.704
TOTAL CARRIED TO SUMMARY--------
3) MASONRY WORK
Basaltic or equivalent type stone masonry bedded
in cement mortar(1:3) mix. price also include all
3.1 other necessary accessories to complete the m3 162.4
work. TOTAL CARRIED TO SUMMARY----------
4.METAL WORKS
Φ 50mm,2.5mm CHS thick pipe hand rail fixed on
concrete post and all other necessary accessories
for completing the work. All according drawing
and shall be approved by the engineer. lm 52
SLAB CULVERT
Item
Unit Quantity
Description
No.
A-Sub structure
1.EXCAVATION
Clear the site to remove & EARTH
the topsoil WORK
to an average
depth of 20cm.The site clearance shall include
cutting & uprooting of trees on the site and also
1.1 any demolishing works. m² 50.58
Bulk excavation in ordinary soil to a depth of
1.2 1500 mm from reduced level including channel m3 92.4
excavation.
Ditto but exceeding 1500mm not exceeding m3 92.4
3000mm
Ditto but exceeding 3000mm not exceeding m3 92.4
4000mm
Fill around massonry wall and necessary areas to
match with the culvert slab with imported
selected materials from out side well rolled and
compacted in layers not exceeding 200 mm thick. m3 92.4
Fill hard core materials under footing well
rolled and compacted in layers not exceeding 200 m3 92.4
mm thick.
Load and cart away surplus excavated material
and the demolished material out of the compound
1.5 upto 6km by the guidance of site supervisor. m3 277.2
TOTAL CARRIED TO SUMMARY
2.CONCRETE WORK
50mm lean concrete quality c-5, with minimum
2.1 cement content of 150 kg/m3, of concrete
a) Under footing pad m² 33.72
b) Under beams m2 6.744
Reinforced concrete quality c-25,360kg of
cement/m3 filled in to form work and vibrated
around rod reinforcement. price include
formwork and all other necessary accessories to
2.3 complete the work.
a) To footing m3 10.8
b) To beams m3 3.64
c) To 4ocm thick culvert slab m3 14.4
d) To concrete post m3 0.54
Reinforced steel bars according to the structural
drawing, price include cutting,bending,pacing in
position and tying with soft iron wire of diameter
2.5 1.5mm
a) Diameter 8mm deformed bar kg 12.44
b) Diameter 12mm deformed bar kg 456.11
c) Diameter 16mm deformed bar kg 1306.98
d) Diameter 24mm deformed bar kg 3175.704
TOTAL CARRIED TO SUMMARY--------
3) MASONRY WORK
Basaltic or equivalent type stone masonry bedded
in cement mortar(1:3) mix. price also include all
3.1 other necessary accessories to complete the m3 162.4
work. TOTAL CARRIED TO SUMMARY----------
4.METAL WORKS
Φ 50mm,2.5mm CHS thick pipe hand rail fixed on
concrete post and all other necessary accessories
for completing the work. All according drawing
and shall be approved by the engineer. lm 52
TOTAL CARRIED TO SUMMARY-----------------------
Apply three coats5.ofFINISHING
plastering in cement mortar
(1:3)Price shall include exposed surface of
copping & column,pre-cleaning and preparation
5.1 of the surface.
a) To exposed part of concrete post and beam m² 25
50 mm thick rough finished cement screed(1:3)
5.2 finish Price include glass. All as per engineers m² 42
instruction.
Dim 100 pvc every 3m ml 90
Apply pointing to exposed stone massonry wall
5.3 both internal and external faces. m² 118
TOTAL CARRIED TO SUMMARY-----------------------
Total Sum
15% VAT
Grand Total With Vat
BOQ AND ENGINEERING ESTIMATION FOR GIMBI MASSONRY FENCE
Area=211103SqM Perimeter=1981.03
(Front L=495.26) and (The other side L=1485.77)
Item
Unit Quantity
Description
No.
A-Sub structure
b) 40x20x2.5mm Kg 24128.58
c) Aluminium decoration of "xor" according to it
indicated on architectural drawing over each
RHS with average length greater than L=15cm
and price shall include all other necessary
accessories to complete the work. pcs 7429
d) angle iron metal 50x50x4mm fixed with
horizontal member of metal frame according to
architectural drawing of maximum
length=196cm and the minimum length
L=161cm with average length of 1785mm and
price shall include all other necessary
accessories to complete the work. ml 4853.45
TOTAL CARRIED TO SUMMARY-----------------------
e L=1485.77)
Unit
Total
Rate
Amount
RY
-------
--------
----------
----------
----------Total
15%
and Total With
PUS SLAB CULVERT
Total Sum
15% VAT
nd Total With Vat
BI UNIVERSITY
252.9
5
3696
40
41 3788.4
42 3880.8
3973.2
43
4065.6
44
12474
45
32130.9
70 2360.4
70 472.08
3000 32400
3000 10920
3000 43200
3000 1620
30 373.2
30 13683.3
30 39209.28
30 95271.12
- 239136.18
194880
1200
-- 194880
2184
42
2184
31 775
2520
60
90 8100
5900
50
17295
Total Sum 485626.08
15% VAT 72843.912
nd Total With Vat 558469.992
I MASSONRY FENCE
39620
8
108956.5
50
57345.75
55
42 29194.2
40 39620
76809
50
351545.45
70 83203.26
70 28035.7
2000 99300
2000 99300
2200 305844
72 19065.6
72 38131.2
72 106767.36
72 42789.6
30 117670.5
33 107831.856
35 525843.15
- 1573782.23
990500
1000
1506060
1000
-- 2496560
36 470692.728
36 868628.88
334305
45
194138
40
1867764.61
41 162729.738
130678.8
47
199687.824
42
493096.362
36 53383.68
36 57052.8
171158.4
36
281594.88
Total Sum 7064343.53
15% VAT 1059651.53
nd Total With Vat 8123995.05
BILL Nº 1
MASSONRY FENCE
BILL Nº 2
SLAB CULVERT
BOQ AND SPECIFICATION FOR MASSONRY FENCE AND SLAB
TOTAL……………………..
15 % VAT……………..…
BIRR
BIRR
BIRR
BIRR
BIRR
BOQ AND ENGINEERING ESTIMATION FOR MASSONRY
TOTAL……………………..
15 % VAT……………..…
BIRR 7780843.53Birr
BIRR 9,506,440.05Birr