BILL OF QUANTITY (BOQ)

DMHDP

Item no Description Unit Qty Rate

A. SUBSTRUCTURE
1.EXCAVATION AND EARTH WORK

1.1 Clear of the site to remove top soil

to an average depth of 20cm.

m2 461 45.44
1.2 Bulk excavation to reduce and
level the natural ground level to a
depth not exceeding 150cm.

m3 195 100.06
1.3 Excavation for pit or isolated
footing in ordinary soil from
reduced level to 200cm depth. 493 119.44
m3
1.5 Trench Excavation for stone
masonry wall to retain fill. m3 493 78.00
1.6 Backfill around isolated footings
and with selected excavated
material and well compacted in
layers not exceeding 200mm.

m3 410 53.75
1.7 Backfill around treanch masnory
and with selected excavated
material and well compacted in
layers not exceeding 1600mm.

m3 11 53.75
1.9 Cartaway surplus excavated
material and deposit at a suitable
tipping site outside the compound.

m3 390 31.64
Carried to Summary

2. CONCRETE WORK
2.1 5cm thick lean concrete C-5, 150kg
cement per meter cube of concrete
under

a) Footing pads m2 135 651.70

b) Grade beams m2 87 651.70
c) Lean concrete under GFS m2 273 651.70
Carried to sumery
2.20 Concrete quality C-25 with oPC
min. cement content of 360kg /m3
of concrete filled in to formwork
and vibrated around
reinforcements.

a) In footing pad.and footing

column m3 83 2,286.36
c) In ground level beams.or grade
beam m3 15 2,286.36
d) In 10 cm thick ground floor slab
m2 255 2,286.36
Carried to sumery
3.Provide, cut and fix in
position sawn wooden
formwork or equivalent.
a) In footing pad. m2 133 521.19
b) In foundation column. m2 65 556.14
c) In ground level beams. m2 155 509.69
Carried to sumery
 4 Steel reinforcements according
to the drawing, price shall
including cutting, bending placing
in position using tying wires and
spacers.

4.1 Dia.. 6 mm deformed bar. kg 833 63.80

4.2 Dia.. 8 mm deformed bar. kg 226 58.73
4.3 Dia.. 12 mm deformed bar. kg 1110 61.49
4.4 Dia.. 14 mm deformed bar. kg 1105 60.38
4.5 Dia.. 16 mm deformed bar. kg 352 57.02
4.6 Dia… 20 mm deformed bar kg 1449 56.52
Carried to Summary

5. MASONRY WORKS
5.1 50cm thick equivalent stone
approved by the consultant
masonry foundation well below
NGL, bedded and jointed in cement
and sand mortar, 1:4.
m3 19 1345.36
Carried to Summary

6. HARD CORE
6.10 25cm thick of hard core m2 273 334.05
Carried to Summary

B. SUPERSTRUCTURE
1 REINFORCMENT BAR

1.1 Dia.. 6 mm deformed bar. kg 176 63.80

1.2 Dia.. 8 mm deformed bar. kg 1731 58.73
1.3 Dia.. 10 mm deformed bar. kg 102 64.40
1.4 Dia.. 12 mm deformed bar. kg 900 61.49
1.5 Dia.. 14 mm deformed bar. kg 594 60.38
1.6 Dia.. 16 mm deformed bar. kg 1407 57.02
1.7 Dia… 20 mm deformed bar kg 1556 56.52
 Carried to Summary

2 CONCRETE WORK
2.1 a) In elevation columns. m3 23 2,407.29
2.2 b) In beams m3 57 2,407.29
2.3 c) mesh concrete slab m2 66 2,407.29
2.4 e) In staircase. m3 12 2,407.29
2.5 f) precast beam pcs 87
2.6 g) precast beam m³ 64 745.50
Carried to summery
3.Provide, cut and fix in position
sawn wooden formwork or
equivalent.

3.1 a) In elevation columns. m2 409 757.77

3.2 b) In beams &stair up m2 871 509.69
Carried to summery
4. BLOCK WORK
4.1 construct 20 cm HCB for wall m2 1290 491.46
4.2 construct 15 cm HCB for partion
m2 92 484.18
4.3 Construct10 cm HCB for toilet
m² 249 468.38
4.4 60*20*20 HCB forribbed slab m2 5760 301.88
Carried to Summary
5. ROOFING
5.1 EGA 500 roof cover having a
thickness of 0.5mm fixed to Luttice
purlin by electrode. Roof measured
in horizontal projection.

m2 357 386.94
Carried to Summary
6 .Ceiling Work
6.1 20mm thick cheapood ceilling or
equivalent suspended ceiling fixed
to main Tee runner and Cross Tee
runner. Price shall includes all
necessary supports and suspends.

m2 260 330.54
Carried to summery
7. Glazing work
7.1
Glazing with the tihckness of 4mm m2 128.49 363.85
Carried to Summary

8.ALUMNIUM FRAMED WORK

8.1 Door LTZ frame pcs 28 146.55
1.2 window LTZ frame pcs 25 146.55
Carried to Summary

9. Metal WORK
9.1 A steair case
balustrade with 40*40*2.5mm
around staircase.(handrail with
40*40*2.5mm) kg 18 76.55
Supply and fix metal thin hand rail
with 25*25*2.5mm around
staircase. kg 5 80.48
Carried to Summary

9.2 B truss work

40x40x2.5mm truss of rafter
vertical and diagonal truss kg 811 77.11
30*30*2.5mm truss member Kg 508 78.43
Lattice purline 20x20x2 kg 195 76.17
Lattice perline of truss with
25x25x2.5mm kg 1672 77.42
Coniction J'' bolt pcs 68 95.45
 Carried summery
total Carried to Summary

11 .Wall finishing
11.1 Apply two coats of plaster in
cement sand mortar 1:3 to external
& internal HCB wall m2 4310 168.54
painting of internal and
externalwall including beam and
column m² 4570 49.95
Carried to summery
12.1 12 floor finishing
12.2 plastering of floor celing with
including of beam (plastering for
ceilling or soffit) m2 1220 208.94
12.40 the uper surface of slab in cement-
sand screed 1:3. m² 66 83.62
window sill 248x28x3 m 132 507.00
Carried to summery
13.1 13.SANITARY EQUIPMENT
(FIXTURES)
diameter 40 mm pvc waste water
pipe
13.2 diameter 40 mm cold water supply
m 17 76.57
13.3 diameter 75mm pvc waste water
pipe m 16 72.73
13.4 diameter 110mm pvc waste water
pipe m 61 177.71
diameter 50mm pipe for waste
water drainage
m 120 81.09
Diameter 25mm pipe for cold
water supply m 51 269.48
13.5 sammary of sanitary instalation
Plumbing Water Supply System
 b) Dia 20 mm m 53 269.48
c) Dia 15 mm m 378 333.44
a) Gate valve pcs
Carried to Summary

14.1 14. ELECTRICAL

INSTALLATION
Distribution Boards
main destribution board pcs 13 1,938.48
Lightning
14.2 surface mounted single Flourecent
fitting pcs 44 428.88
14.3 surface mounted double Flourecent
fitting pcs 25 636.48
Switches
Recessed mounted double switch
pcs 124 192.24
14.4 Recessed mounted single switch
pcs 58 177.24
Socket
Recessed mounted single socket
outlet pcs 168 168.24
14.50 Recessed mounted double secket
outlet pcs 48 192.24
Electric Cable for Socket outlet
and Ligthning
Supply and fix coper condute of
3×2.5mm2 for all socket outlet
lines.
m 1296 27.42
diameter 6mm wire m 3609 24.10
sammery of electrical instalation
Q)

Amount

20,940.22

19,528.58

58,892.08

38,457.90

22,017.61

608.99
 12,328.18

172,773.56

87,731.65
56,391.47
177,622.84
321,745.96

190,730.28

33,728.36

582,968.05
807,426.69

69,203.28
35,971.14
79,044.96
184,219.37
 53,132.36
13,247.37
68,276.46
66,749.97
20,084.93
81,911.31

303,402.41

25,413.90

91,045.49

11,243.68
101,635.11
6,545.60
55,316.56
35,890.85
80,240.06
87,954.31
 378,826.17

55,464.00
137,613.41
159,747.88
27,937.22

47,651.58
428,414.10

310,115.35
443,941.08
754,056.42

633,800.93

44,544.25

116,402.28
1,738,800.00
2,533,547.47

138,014.53
 85,974.67

46,752.69

4,103.37
3,663.72

7,767.08

1,367.11

416.90

1,784.02

62,505.94
39,824.27
14,855.95

129,428.09
6,490.60
253,104.85

726,324.04

228,246.16
954,570.20

254,911.60

5,549.26
66,700.92
327,161.77

1,286.38

1,175.24

10,783.34

9,731.25

13,716.28
36,692.48
 14,352.24
126,119.40

177,164.12

25,200.24

18,870.72

15,912.00

23,837.76

10,279.92

28,264.32

9,227.52

35,526.17
86,953.31

254,071.96
 Description Unit Qty
A. SUBSTRUCTURE
1. EXCAVATION AND EARTH WORK
1.1,Clear of the site to remove top soil to an average depth of 20cm. m2 461
1.2,Bulk excavation to reduce and level the natural ground level to a depth not exceeding
150cm. m3 195
1.3, Excavation for pit or isolated footing in ordinary soil from reduced level to 200cm depth. m 3
493
1.4, Trench Excavation for stone masonry wall to retain fill. m3 30
1.5, Backfill around isolated footings and with selected excavated material and well compacted
in layers not exceeding 200mm. m3 410
1.6 Backfill around treanch masnory and with selected excavated material and well compacted
in layers not exceeding 1600mm. m3 11
1.7,Cartaway surplus excavated material and deposit at a suitable tipping site outside the
compound. m3 390
2. CONCRETE WORK
2 lean concrete C-5
2.1 Footing pads m2 135
2.2 Grade beams m2 87
2.3 Lean concrete under GFS m2 273
Concrete C-25
2.4 In footing pad.and footing column m3 83
2.5 In ground level beams.or grade beam m 3
15
2.6 In 10 cm thick ground floor slab m2 255
3 Masonry work m3 19
4 Hard core m 2
273
5 Form work
5.1 In footing pad. m2 133
5.2 In foundation column. m2 65
5.3 In ground level beams. m2 155
6 Steel reinforcements bar
6.1 Dia.. 6 mm deformed bar. kg 833
6.2 Dia.. 8 mm deformed bar. kg 226
6.3 Dia.. 12 mm deformed bar. kg 1110
6.4 Dia.. 14 mm deformed bar. kg 1105
6.5 Dia.. 16 mm deformed bar. kg 352
6.6 Dia… 20 mm deformed bar kg 1449
B. SUPERSTRUCTURE
1 CONCRETE WORK
1.1 In elevation columns. m3 23
1.2 In beams m3 57
1.3 mesh concrete slab m 2
66
1.4 In staircase. m3 12
1.5 precast beam pcs 87
1.6 precast beam m³ 64
2 REINFORCMENT BAR
2.1 Dia.. 6 mm deformed bar. kg 176
2.2 Dia.. 8 mm deformed bar. kg 1731
2.3 Dia.. 10 mm deformed bar. kg 102
2.4 Dia.. 12 mm deformed bar. kg 900
2.5 Dia.. 14 mm deformed bar. kg 594
2.6 Dia.. 16 mm deformed bar. kg 1407
2.7 Dia… 20 mm deformed bar kg 1556
3.Provide, cut and fix in position sawn wooden formwork or equivalent.
a) In elevation columns. m2 409
b) In beams &stair up m2 871
4. BLOCK WORK
4.1 construct 20 cm HCB for wall m2 1290
4.2 construct 15 cm HCB for partion m2 92
4.3Construct10 cm HCB for toilet m² 249
4.4 60*20*20 HCB forribbed slab m2 5760
5 Finishing work
5.1 EGA 500 roof cover having a thickness of 0.5mm m2 357
5.2 Gutter m
5.3 Down pipe m
5.4 skirting m
5.5 Floor finish m2 #REF!
5.6 Plastering wall including beam and column m 2
#REF!
5.7 painting wall including beam ,column &ceilling m2 #REF!
6 metal work
6.1 Door LTZ frame pcs 28
6.2 window LTZ frame pcs 25
6.3 A steair case m³
6.4 truss work kg
7 WINDOW AND DOOR WORKING
7.1 window ceilling m 132
7.2 glazing work for window & Door pcs 53
8 sanitariy instalation
diameter 40 mm cold water supply m 17
diameter 75mm pvc waste water pipe m 16
diameter 110mm pvc waste water pipe m 61
diameter 50mm pipe for waste water drainage m 120
Diameter 25mm pipe for cold water supply m 51
sammary of sanitary instalation
Plumbing Water Supply System
b) Dia 20 mm m 53
c) Dia 15 mm m 378
a) Gate valve pcs
Carried to Summary
9 ELICTRICAL INSTALATION WORK
Main distribution board pcs 13
Lightning
surface mounted single Flourecent fitting pcs 44
surface mounted double Flourecent fitting pcs 25
Switches
Recessed mounted double switch pcs 124
Recessed mounted single switch pcs 58
Socket
Recessed mounted single socket outlet pcs 168
Recessed mounted double secket outlet pcs 48
Electric Cable for Socket outlet and Ligthning
Supply and fix coper condute of 3×2.5mm 2 for all socket outlet lines. m 1296
 diameter 6mm wire m 3609
sammery of electrical instalation