Transcript
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INPUT DATA
Vegetal soil:
denomination: 9. Compacted vegetal soil with or
without roots
mechanical excavation by bulldozer: Soil category I
volumetric weight in situ [kg/m3]: 1600...1700 kg/m3
loose after digging (swelling) [%]: 14...28%
Foundation soil:
denomination: 39. Compacted marn clay
mechanical excavation by bulldozer: Soil category III
volumetric weight in situ [kg/m3]: 1800...2000 kg/m3
loose after digging (swelling) [%]: 24...30%
cohesivity: very cohesivemanual digging: very hard
Storey height:Hs 2.7m
Bay:B23 B67 3.8m
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1. EARTH WORKS
01.01.Ts C 18 A1
Mechanical digging using a 65-80 hp type bulldozer, including pushing of the
soil up to 10m, in terrain of category I.
hundreds_m3 100m3
:=
hundreds_m2 100m2
:=
UM01.01 100m3
:=
NTi01.01 2.21hr
100m3
:=
LSV 30.625m:= total length of the dug area
lSV 20.268m:= total width of the dug area
hSV 0.3m:= thickness of the vegetal layer
V01.01 LSV lSV hSV 1.8621 hundreds_m3=:=
Round_V01.01 Ceil V01.01 0.01hundreds_m3,( ):=
Round_V01.01 1.87 hundreds_m3=
01.02. Ts C 22 A1
Extra-hours for the article Ts C 18, for the transportation of the vegetal layer of
soil on each extra 10m, over the estimated distance (using a bulldozer of 65-80 hp). The
computed volume of soil is multiplied by the swelling coefficient 1.24 and by thecoefficient 3, for the carrying distance of 30m.
UM01.02 100m3
:=
NTi01.02 1.33hr
100m3
:=
V01.02 V01.01 1.24 3 6.9271 hundreds_m=:=
Round_V01.02 Ceil V01.02 0.01hundreds_m3,( ):=
Round_V01.02 6.93 hundreds_m3=
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01.03. Ts C 04 F1
Mechanical excavation using the chain-excavator of 0.71-1.25 m3, with internal
combustion engine and hydraulic command, in soil with natural humidity, with
discharge in auto vehicle, in terrain of category III. One computes the volume of the
under-taken soil, until the protection masonry.
UM01.03 100m3
:=
NTi01.03 1.35hr
100m3
:=
LSGI 27.325m:=
lSGI 13.668m:=
hSGI 2.50 m 1.20 m 1.3 m=:=
V01.03 LSGI 0.6m 0.6m( ) lSGI 2 0.6m 0.5m+( ) 1.3 m 3.8948 hundreds_m=:=
Round_V01.03 Ceil V01.03 0.01hundreds_m3,( ):=
Round_V01.03 3.9 hundreds_m3=
01.04. Ts C 04 C1
Mechanical excavation with the chain-excavator of 0.71-1.25 m3, with internal
combustion engine and hydraulic command, in soil with natural humidity, with
discharge in deposit, in terrain of category III. One computes the volume of soil to be
excavated and reused at the fillings after finishing of the infrastructure.
UM01.04 100m3
:=
NTi01.04
1.40hr
m3:=
LSGS 28.625m:=
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lSGS 16.268m:=
VSG
LSGS LSGI+
2
lSGS lSGI+
2 hSGI 5.4435 hundreds_m=:=
V01.04 VSG V01.03 1.5487 hundreds_m3=:=
Round_V
01.04
Ceil V
01.04
0.01hundreds_m3,( ):=
Round_V01.04 1.55 hundreds_m3=
01.05. Ts E 01 B1
Manual leveling of terrains and platforms, with dislevelments of 10-20cm, in
middle terrain. One determines the surface of the foundation to be leveled.
UM=100m2
NTi=14.04 hours/100m2
UM01.05 100m2
:=
S01.05 LSGI lSGI 3.7348 hundreds_m2=:=
Round_S01.05 Ceil S01.05 0.01hundreds_m2,( ):=
Round_S01.05 3.74 hundreds_m=
01.06. Ts A 02 E1
Manual digging in narrow spaces, having under or over 1.00m width, done
without vertical bracing, at foundations, channels, drains, in middle terrain.
UM01.06 1m3
:=
NTi01.06 1.19hr
m3
:=
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Axis A: VA LSGI 0.6m( ) 1.2 m 0.4 m 4 0.1m 0.3m+( ) 1.7 m 0.4 m+ 13.916 m3
=:=
Axis B: VB LSGI 0.6m 1.4m( ) 1.5 m 0.6 m 22.7925 m3
=:=
Axis C: VC VA 13.916 m3
=:=
Axis 1: V1 lSGI 2 0.6m 1.2m+( ) 1.4 m 0.4 m 5.6381 m3
=:=
Axis 4: V4 V1 1.5m 1.2 m 0.4 m 4.9181 m3
=:=
Axis 5: V5 V4 4.9181 m3
=:=
Axis 8: V8 lSGI 2 0.6m 1.4m+( ) 1.4 m 0.6 m 8.1211 m3
=:=
V01.06 VA VB+ VC+ V1+ V4+ V5+ V8+ 74.2199 m3
=:=
Round_V01.06 Ceil V01.06 0.1m
3
,( ):= Round_V01.06 74.3 m3=01.07. Ts D 02 B1
Spreading the soil coming from terrain of first or second category, using the 65-
80 hp bulldozer, in layers with height of 21-30cm. One computes the volume of the
space that needs to be filled (V01.04) and corrects it using the swelling factor of 1.24.
UM01.07 100m
3
:=
NTi01.07 0.9hr
100m3
:=
V01.07 V01.04 1.24 1.9203 hundreds_m3=:=
Round_V01.07 Round V01.07 0.01hundreds_m3,( ):=
Round_V01.07 1.92 hundreds_m3=
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01.08. Ts D 05 B1
Mechanically ramming-up the fills in successive layers of 20-30cm height, with
the ram of 150-200 kg, the fills being made of cohesive soil. One computes the
geometric volume of the space to be filled (volume computed at article 01.04).
UM01.08 100m
3
:=
NTi01.08 10.88hr
100m3
:=
V01.08 V01.04 1.5487 hundreds_m=:=
Round_V01.08 Ceil V01.08 0.01hundreds_m3,( ):=
Round_V01.08 1.55 hundreds_m3=
01.09. Ts D 01 B1
Spreading the soil in uniform layers of 10-30 cm height (using the shovel),
including the cracking of boulders. We compute the volume of soil to be spread
between the pedestals and we must take into account the swelling coefficient of 1.24.
UM01.09 1m3
:=
NTi01.09 0.55hr
m3
:= very hardsoil( )
V01.09 V01.06 1.24 92.0326 m3
=:=
Round_V01.09 Ceil V01.09 0.1m3
,( ):=Round_V01.09 92.1 m
3=
01.10. Ts D 04 D1
Ramming-up the fills done in horizontal layers, having the slope up to 1/4, using
the manual ram, including the wetting of each layer in part, having the height of 20cm,
in cohesive soil. One determines the geometric volume of soil spread between the
pedestals, by dividing the soil volume computed at article 01.09 by the swelling
coefficient, 1.24.
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UM01.10 1m3
:=
NTi01.10 0.75
hr
m3:=
V01.10
V01.09
1.2474.2199 m
3=:=
Round_V01.10 Ceil V01.10 0.1m3
,( ):= Round_V01.10 74.3 m3=
01.11. TRA 01 A 05 P
Transport of soil with trucks on distance of 5 km. One takes into account the
volume of the manually dug soil and of the volume of soil mechanically dug, and the
result is multiplied by the specific weight of the soil (1.9t/m3).
UM01.11 1ton:=
M01.11 V01.03 V01.06+ V01.09( ) 1.9ton
m3
706.1714 ton=:=
Round_M01.11
Ceil M01.11
1ton,
( ):=
Round_M01.11 707 ton=
2. FOUNDATIONS
02.01.C A 01 B
Casting the B50 concrete in continuous foundations of volume over 3m3. One
computes the volume of concrete to be poured in the blocks of the continuous
foundations.UM02.01 1m
3:=
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NTi02.01 3.05hr
m3
:=
V02.01 V01.06 74.2199 m3
=:=
Round_V
02.01
Ceil V
02.01
0.1m3
,( ):= Round_V02.01
74.3 m3
=
02.02. C B 10 B
Concrete formworks for bearings, glass foundations and continous foundations for
simple machines with regular form, including the bracing of reusable panels with
plywood of 8mm. One determines the surface of the panels to be used for bearings.
UM02.02 1m
2
:=
NTi02.021hr
m2
:=
Axis A: SA 2 0.3 m LSGI 0.6m 0.3m( ) 0.3m 0.3m 0.2m+ 0.3m+( ) 3 0.3m 0.7 m2 0.3m 0.3 m( ) 4+
...:=
SA 15.645 m2
=
Axis B: SB
2 0.3 m LSGI
0.6m 0.3m
( ) 2 0.3 m 0.3m 0.2m+ 0.3m+( ) 3
4 0.3m 0.35 m( ) 4 2 0.3 m 0.7 m+
...:=
SB 15.675 m2
=
Axis C: SC SA 15.645 m2
=:=
Axis 1: S1 2 0.3 m lSGI 2 0.6 m 2 0.8 m( ) 0.8m 0.8 m 5.8808 m2=:=
Axis 4: S4 S1 5.8808 m2
=:=
VAa. 0.3m 0.8 m LSGI 0.6m 0.3m( ) 0.2m 1.1 m 0.3 m 4+ 6.606 m3=:=Axis 5: S5 S1 5.8808 m2
=:=
VBa. 0.3m 0.8 m LSGI 0.6m 0.3m( ) 2 0.7m 0.35 m 0.3 m( ) 4+ 6.93 m3
=:=Axis 8: S8 S1 5.8808 m
2=:=
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VCa. VAa. 6.606 m3
=:=S02.02 SA SB+ SC+ S1+ S4+ S5+ S8+ 70.4882 m
2=:=
V1a. lSGI 2 0.6 m 2 0.2 m 3 0.8 m( ) 0.8 m 0.3 m 2.3203 m3
=:=Round_S02.02 Ceil S02.02 0.1m
2,( ):=
V4a. V1a. 2.3203 m3
=:=Round_S
02.02
70.5 m2
=
V5a. V1a. 2.3203 m3=:=
V8a. lSGI 2 0.6 m 2 0.2 m 3 0.8 m( ) 0.7 m 0.3 m 2.030 3 m3
=:=02.03. C A 02 D1
Pouring the B150 concrete in construction elements, excluding the ones done in
sliding formworks, in continous foundations with volume up to 3m3 and thickness over
30cm.
V02.04. VAa. VBa.+ VCa.+ V1a.+ V4a.+ V5a.+ V8a.+ 29.1332 m3
=:=
UM02.03 1m3
:=
NTi02.03 4.15hr
m3
:=
Axis A: VAa 0.3m 0.8 m LSGI 0.6m 0.3m( ) 0.2m 1.1 m 0.3 m 4+ 6.606 m3
=:=
Axis B: VBa 0.3m 0.8 m LSGI 0.6m 0.3m( ) 2 0.7m 0.35 m 0.3 m( ) 4+ 6.93 m3
=:=
Axis C: VCa VAa 6.606 m3
=:=
Axis 1: V1a lSGI 2 0.6 m 2 0.2 m 3 0.8 m( ) 0.8 m 0.3 m 2.3203 m3=:=
Axis 4: V4a V1a 2.3203 m3
=:=
Axis 5: V5a V1a 2.3203 m3
=:=Round_M02.03 k=Round_M02.03
Axis 8: V8a lSGI 2 0.6 m 2 0.2 m 3 0.8 m( ) 0.7 m 0.3 m 2.0303 m3
=:=
V02.03 VAa VBa+ VCa+ V1a+ V4a+ V5a+ V8a+ 29.1332 m3
=:=
Round_V02.03 Ceil V02.03 0.1m3,( ):= Round_V02.03 29.2 m3=
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02.04. C C 01 C1
Fixing the reinforcement steel OB37 and PC52 in the continuous foundations.
UM02.04 1k:=
NTi02.04 0.02hr
kg:=
M02.04 V02.03 60kg
m3
1747.99kg=:=
Round_M02.04 Ceil M02.04 5kg,( ):=
Round_M02.04 1.75 103
kg=
02.05. C Z 01 02 G
Preparing the B50 concrete, with aggregates having the granulometry up to 71mm
and prepared with M30 cement. For the determination of volume of concrete for
continuous foundations, the volume of concrete 02.01 is multiplied by the specific
consumption of concrete extracted from the table of C A 01 B.
UM02.05 1m3:=
NTi02.05 0.085hr
m3
:=
V02.05 V02.01 1.008 74.8136 m3
=:=
Round_V02.05 Ceil V02.05 0.1m3
,( ):=Round_V
02.0574.9 m
3=
02.06. C Z 01 05 C
Preparing the B150 concrete, with heavy aggregates having the granulometry up to
31mm and prepared with M30 cement in centralized installations.
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UM02.06 1m3
:=
NTi02.06 0.085hr
m
3:=
V02.06 V02.03 1.008 29.3663 m3
=:=
Round_V02.06 Ceil V02.06 0.1m3
,( ):= Round_V02.06 29.4 m3=
02.07. C Z 03 01 A
Manufacturing the OB37 reinforcement of diameter 6-8 mm for foundations, in
centralized shops. Following the bar list, it results 40% of total quantity of
reinforcement in bearings.
UM02.07 1k:=
NTi02.07 0.033hr
kg:=
M02.07 M02.04 0.4 1.01 706.19kg=:=
Round_M02.07 Ceil M02.07 1kg,( ):=
Round_M02.07 707 k=
02.08. C Z 03 01 B
Manufacturing the PC52 reinforcement of diameter 10-16 mm for foundations, in
centralized shops. Following the bar list, it results 60% of total quantity of reinforcement in
bearings.
UM02.08 1k:=
NTi02.08 0.022hr
kg:=
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M02.08 M02.04 0.6 1.01 1059.28 kg=:=
Round_M02.08 Ceil M02.08 1kg,( ):=
Round_M02.08 1060 k=
02.09. TRA 01 A 05
Transportation of the B50 concrete with the traveling concrete mixer on a 5 km
distance. One computes the mass of B50 concrete necessary to prepare the continuous
foundations by multiplying the volume of concrete prepare at article 02.05 with the
specific weight of concrete.
UM02.09 1ton:=
M02.09 V02.05 2.4
ton
m3 179.553 ton=:=
Round_M02.09 Ceil M02.09 0.1ton,( ):=
Round_M02.09 179.6 ton=
02.10. TRA 06 A 05
Transportation of the B150 concrete with the traveling concrete mixer on a 5 km distancOne computes the mass of B150 concrete necessary to prepare the continuous foundations b
multiplying the volume of concrete prepare at article 02.06 with the specific weight of concret
UM02.10 1ton:=
M02.10 V02.06 2.4ton
m3
70.479 ton=:=
Round_M02.10 Ceil M02.10 0.1ton,( ):= Round_M02.10 70.5 ton=
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02.11. TRA 04 A 05
Transportation of reinforcement, with an auto-trailer of 20t, on a distance of 5km.
UM02.11 1ton:=
M02.11M02.07 M02.08+( )
1.011.927 ton=:=
Round_M02.11 Ceil M02.11 0.01ton,( ):=
Round_M02.11 1.93 ton=
3. BASEMENT STRUCTURE
03.01. C B 12 I
Reinforced concrete formworks in walls and diaphragms, including the vertical
bracing, from reusable panels with plywood having the thickness up to 15 mm at
constructions with the height up to 20 m, having reinforced concrete slabs. One compute
the formworks area for diaphragms and walls.
UM03.01 1m2
:=
NTi03.01 4.04hr
m
2:=
H 1.93m 0.1m+ 2.03 m=:= height of the basement
twb 20cm:= thickness of basement wall
Axis A: SAb 2 LSGI 0.6m 0.6m( ) H 8 0.5 m H 97.9475 m2
=:=
Axis B: SBb 2 LSGI 0.6m 0.6m( ) H 6 0.3 m 2 0.2 m+( ) H 101.6015 m2
=:=
Axis C: SCb 2 LSGI 0.6m 0.6m( ) H 6 0.5 m 2 0.45 m+( ) H 98.1505 m2
=:=
Axis 1: S1b 2 lSGI 2 0.6 m 2 0.5 m( ) H 0.284m 0.2m+ 0.4m+( )H0.2m 0.3m+ 0.084m+ 0.25m+( ) H+
...:=
S1b 46.4586 m2
=
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Axis 2:S2b 2 0.2m 0.5m+ 0.2m+( ) 0.605m 0.3m+ 0.605m+( )+[ ] H 9.7846m2
=:=
Axis 3: S3b S2b 9.7846 m2=:=
Axis 4: S4b 2 lSGI 2 0.6 m 2 0.5 m( ) H 0.284m 0.2m+ 0.4m+( )H2 0.084m 0.15m+( ) 0.15m 0.20m+( )+[ ] H+
...:=
S4b 47.1366 m2
=
Axis 5: S5b S4b 47.1366 m2
=:=
Axis 6: S6b S3b 9.7846 m
2
=:=
Axis 7: S7b S2b 9.7846 m2
=:=
Axis 8: S8b S1b 46.4586 m2
=:=
S03.01 SAb SBb+ SCb+ S1b+ S2b+ S3b+ S4b+ S5b+ S6b+ S7b+ S8b+:=
S03.01 524.0283 m2
=
Round_S03.01 Ceil S03.01 1m
2
,( ):= Round_S03.01 525 m2=
03.02. C B 23 B
Formworks in black metal sheet, for creating the voids in concrete walls. One
determines the voids' surface in the walls.
UM03.02 1m2
:=
NTi03.02 0.45hr
m2
:=
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S03.02 9 0.9 m 1.66 m 13.446 m2
=:=
Round_S03.02 Ceil S03.02 0.1m2
,( ):=Round_S03.02 13.5 m
2=
03.03.C A 02 G
Pouring the reinforced concrete in construction elements, only the ones executed in
sliding formworks, mark B200, at constructions with the height up to 35m, including the
walls and diaphragms with thickness up to 30 cm. One computes the volume of concrete
to be poured in diaphragms and walls, taking into account the existing voids.
UM03.06 1m3
:=
NTi03.06 4.04
hr
m3:=
V03.06
S03.01
2S03.02
twb 49.7136 m
3=:=
Round_V03.05 Ceil V03.06 0.1m3
,( ):=Round_V03.05 49.8 m
3=
V03.05.S03.01
2S03.02 twb 49.7136 m=:=
03.04. C C 02 B
Fixing the OB37 reinforcement bars, having the diameter up to 8 mm in
construction elements, solely the ones cast in sliding formworks, with polymeric
spacers. Following the bar list, it results a consumption up to 50 kg of reinforcement to
each cubic meter of concrete poured in diaphragms and walls.
UM03.03 1k:=
NTi03.03 0.048hr
kg:=
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M03.03 V03.05. 50kg
m3
2485.68 kg=:=
Round_M03.03 Ceil M03.03 5kg,( ):=Round_M03.03 2490kg=
03.05. C C 02 B
Fixing the PC52 reinforcement bars, having the diameter of 10-12 mm in
construction elements, solely the ones cast in sliding formworks, with polymeric
spacers. Following the bar list, it results a consumption up to 30 kg of reinforcement to
each cubic meter of concrete poured in diaphragms and walls.
UM03.04
1k:=
NTi03.04 0.041hr
kg:=
M03.04 V03.05. 30kg
m3
1491.41kg=:=
Round_M03.04 Ceil M03.04 5kg,( ):=
Round_M03.04 1495kg=
03.06. C B 44 A
Metallic extensible props, type PE 3100R, to support, when pouring the
concrete, the monolith beams, slabs and plates with total amount of 500 daN/m 2, at
constructions having up to 20 m height. Each extensible beam is sustained by 2
extensible props.
piece 1:=
N03.07. 20piece 4 9piece 2+ 98 piec=:=
UM03.06 piec:=
NTi03.06 0.44hr
piece:=
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N03.06 N03.07. 2 196 piec=:=
Round_N03.06 Ceil N03.06 1piece,( ):= Round_N03.06 196 piec=
03.07. C B 45 B
Metallic extensible trusses, to support, when pouring the concrete, the monolith
beams, slabs and plates with total amount of 500 daN/m2, at constructions having up to
20 m height. In each cell will be put 3 trusses sustained with extensible props and for
each concrete beam will be put a metallic one also sustained with 2 extensile props.
UM03.07 piec:=
NTi
03.07
2.31hr
piece
:=
N03.07 18piece 4 9piece 2+ 90 piec=:=
Round_N03.07 Ceil N03.07 1piece,( ):=Round_N03.07 90 piec=
03.08. C B 13 I
Formworks for reinforced concrete in slabs, beams and columns, excluding the bracin
from reusable 15 mm plywood panels, at constructions having up to 20 m height, including thslabs and the beams.
UM=m2
NTi=0.88 h/m2
UM03.08 1m2
:=
NTi03.08 0.88hr
piece:=
S03.08_slab LSGI 0.6m 0.6m 0.15m+( ) lSGI 2 0.6 m 2 0.5 m 2 0.15 m+( ):=
S03.08_slab 309.2042m2
=
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S03.08_beams 4 2 5.574m 5.494m+ 2 0.2 m 2 0.605 m( ) 0.25m 2 0.47 m+( ):=
V03.10_slab. S03.08_slab 0.13 m 40.1965 m3
=:=S03.08_beams 90.0402m2
=
S03.08_fascia_board 2 LSGI 1.2m 0.15m+ lSGI+ 1.2m 1m 0.3m+( ) 0.13 m:=V03.10_beams. 4 5.574m 5.494m+ 2 0.2 m 2 0.605 m( ) 0.47 m 0.25 m 4.4453 m3
=:=
S03.08_fascia_board 9.8912m2
= V03.10. V03.10_slab. V03.10_beams.+ 44.6418 m3
=:=
S03.08 S03.08_slab S03.08_beams+ S03.08_fascia_board+ 409.1355m2
=:=
Round_S03.08 Ceil S03.08 1m2
,( ):= Round_S03.08 410 m2=
03.09. C C 02 C
Fixing the OB37 and PC52 reinforcement bars having the diameter up to 10 mm inslabs and up to 18 mm in beams and columns, excluding the ones cast in sliding
formworks, with polymeric spacers. An amount of 110kg of reinforcement is included in
each cubic meter of concrete.
UM03.09 1k:=
NTi03.09 0.033hr
kg:=
M03.09 V03.10. 110kg
m3
4910.6kg=:=
Round_M03.09 Ceil M03.09 1kg,( ):=Round_M03.09 4911 k=
03.10. C A 02 J
Pouring the reinforced concrete in construction elements, excluding the ones executed
in sliding formworks, mark B200, at constructions having the height up to 35 m, even in
slabs having the thickness over 10 cm. One computes the volume of concrete to be poured
in the plate over the basement. For the stairs area, we consider that the volume of the
concrete from the stairs is equivalent to the volume of a fictitious plate having the surface of
the void.
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UM03.10 1m3
:=
NTi03.10 3.54hr
m3
:=
V03.10_slab S03.08_slab 0.13 m 40.1965 m3=:=
V03.10_beams 4 5.574m 5.494m+ 2 0.2 m 2 0.605 m( ) 0.47 m 0.25 m 4.4453 m3
=:=
V03.10 V03.10_slab V03.10_beams+ 44.6418 m3
=:=
Round_V03.10 Ceil V03.10 0.1m3
,( ):=Round_V03.10 44.7 m
3=
03.11. C Z 01 06 A
Preparing the concrete mark B200 with heavy aggregates having the granulometry
up to 16mm, for reinforced concrete in elements with reduced section, with cement M30
in centralized installations.
UM03.11 1m3
:=
NTi 0.085
hr
m3:=
V03.11 V03.06 V03.10+( ) 1.008 95.1103 m3
=:=
Round_V03.11 Ceil V03.11 0.1m3,( ):=
Round_V03.11 95.2 m3
=
03.12. C Z 03 02 A
Preparing OB37 reinforcement having the diameter 6-8 mm, for concrete in
construction elements cast in formworks, excluding the ones executed in sliding
formworks. We take into account the reinforcement quantities to be placed in the
volumes of concrete computed at articles 03.05 and 03.10.
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UM03.12 1k:=
NTi03.12 0.036hrkg
:=
M03.12 V03.06 30kg
m3
V03.10 60kg
m3
+
1.01 4211.62 kg=:=
Round_M03.12 Ceil M03.12 5kg,( ):=
Round_M03.12 4215 kg=
03.13. C Z 03 02 F
Preparing PC52 reinforcement having the diameter 10-16 mm, for concrete in
construction elements cast in formworks, excluding the ones executed in sliding
formworks. We take into account the reinforcement quantities to be placed in the
volumes of concrete computed at articles 03.05 and 03.010.
UM03.13 1k:=
NTi03.13
0.025hr
kg:=
M03.13 V03.06 V03.10+( ) 50kg
m3
1.01 4764.95kg=:=
Round_M03.13 Ceil M03.13 5kg,( ):=
Round_M03.13 4765 kg=
03.14. TRA 01 A 05
Transport of B200 concrete with traveling concrete mixers on a distance less of 5 km.
7/31/2019 Bill of Quantities Measurements)
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UM03.14 1ton:=
M03.14 V03.11 2.4ton
m3
228.2647 ton=:=
Round_M03.14 Ceil M03.14 0.1ton,( ):= Round_M03.14 228.3 ton=
03.15. TRA 04 A 05
Transport of reinforcement with an auto trailer of 20t capacity.
UM03.15 1ton:=
M03.15 M03.12 M03.13+( )1
1.01 9.797 ton=:=
Round_M03.15 Ceil M03.15 0.1ton,( ):=
Round_M03.15 9.8 ton=
03.16. C G 32 C
Fills in compacted layers, made of crushed rocks and sand, compacted by manual
methods. We compute the geometric volume of the drainage layer of gravel with
thickness of 10 cm, under the basement floor.
UM03.16 1m3
:=
NTi03.16 0.92hr
m3
:=
V03.16 2 0.1 m 9.8m 2 0.3 m( ) 5.574m 0.6m( ) 2 2 0.1 m 0.35m 0.6 m 0.2m 1.1 m+( )2 0.1 m 9.8m 2 0.3 m( ) 5.494m 0.6m( ) 2 2 0.1 m 0.35m 0.6 m 0.2m 1.1 m+( )+
...
0.1m 4.3 m 5.574m 0.6m( ) 5.494m 0.6m( )+[ ]+.
:=
V03.16 22.0564 m3=
Round_V03.16 Ceil V03.16 0.1m3
,( ):=
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23
Round_V03.16 22.1 m3
=
03.17. C G 18 B
Concrete floors, cast on site, mark B100, having the thickness of 10 cm and a 2 m
plastering.
UM03.17 1m2
:=
NTi03.17 0.48hr
m2
:=
S03.17 2 9.8m 5.574 m 0.2m 0.3 m 2 0.2 m 0.5 m 0.2m 0.15 m 2 0.3 m 0.605 m( )2 9.8m 5.494 m 0.25m 0.084 m 2 0.2 m 0.5 m 0.2m 0.15 m 2 0.3 m 0.605 m( )+
...
4.9m 5.574 m 2 0.2 m 0.15 m( ) 4.9m 5.494 m 2 0.15 m 0.084 m( )++
:=
S03.17 268.5468 m2=
Round_S03.17 Ceil S03.17 1m2
,( ):=Round_S03.17 269 m
2=
03.18. C C 02 F
Fixing the STNB reinforcement made of welded meshes having up to 3kg/m2,
construction elements, in walls and diaphragms, excluding the ones executed in slidi
formworks, with polymeric spacers.
UM03.18 1k:=
NTi03.18 0.031hr
kg:=
M03.18
S03.17
3kg
m2805.6404kg=:=
Round_M03.18 Ceil M03.18 1kg,( ):=
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Round_M03.18 806kg=
03.19. C Z 01 04 A
Mixing the concrete mark B100 with aggregates having the granulometry up to 31 mm
prepared with F25 cement, in centralized installations. One computes the volume of B1concrete, considering the thickness of 10 cm.
UM03.19 1m3
:=
NTi03.19 0.085hr
m3
:=
V03.19 S03.17 0.1 m 1.008 27.0695 m3
=:=
Round_V
03.19
Ceil V
03.19
0.1m3
,( ):=Round_V03.19 27.1 m
3=
03.20. C Z 03 02 XD
Preparing the reinforcement for construction elements cast in formworks,
excluding those cast in sliding formworks. Preparing the welded meshes of 4-5 mm
made of STNB, in centralized shops.
UM03.20 1m
2
:=
NTi03.20 0.055hr
m2
:=
M03.20 M03.18 1.01 813.6968kg=:=
Round_M03.20 Ceil M03.20 1kg,( ):=Round_M03.20 814 kg=
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25
03.21. TRA 06 A 08
Transport of B100 concrete with traveling concrete mixers on a distance less of 5
km.
UM03.21 1ton:=
M03.21 V03.19 2.4
ton
m3 64.9668 ton=:=
Round_M03.21 Ceil M03.21 0.1ton,( ):=
Round_M03.21 65 ton=
03.22. TRA 04 A 08
Transport of reinforcement with an auto trailer of 20t capacity.
UM03.22 1ton:=
M03.22 M03.201
1.01 805.6404 kg=:=
Round_M03.22 Ceil M03.22 1kg,( ):=Round_M03.22 806 k=
4. SUPERSTRUCTURE
04.01.C B 12 I
Formworks for reinforced concrete walls and slabs, including the bracing, from
reusable plywood panels with 15 mm thickness at constructions having up to 20 m height,
with cast-in-place slabs.
UM04.01 1m2
:=
NTi04.01 0.88hr
m2
:=
Hs 2.80m:= storey height
hp 13cm:= slab thickness
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hw Hs hp 2.67 m=:= wall height
Ground floor:
Axis 1: S1c_gf 2 10.668 m hw 2 0.29m 0.396m+( ) hw+ 60.6304m2
=:=
Axis 2: S2c_gf 2 2 0.5m 0.396m+( ) 2 0.625 m+ 0.25m+[ ] hw 17.5793 m2=:=
Axis 3: S3c_gf 2 2 0.6m 0.396m+( ) 2 0.625 m+ 0.25m+[ ] hw 18.6473 m2
=:=
Axis 4:S4c_gf 2 hw 5.12m 0.17m+( ) 2 hw 5.12m 0.17m+( )+ 2 0.5 m hw+ 59.1672m2
=:=
Axis 5: S5c_gf S4c_gf 59.1672 m2
=:=
Axis 6: S6c_gf 2 2 0.55m 0.396m+( ) 2 0.625 m+ 0.25m+[ ] hw 18.1133 m2
=:=
Axis 7: S7c_gf S2c_gf 17.5793 m2=:=
Axis 8: S8c_gf S1c_gf 60.6304m2
=:=
Axis B: SBc_gf 2 27.2m 2 0.16 m( ) hw 143.5392m2
=:=
S04.01_gf 2S1c_gf 2S2c_gf+ S3c_gf+ 2S4c_gf+ S6c_gf+ SBc_gf+ 455.0534 m2
=:=
Current floor:
Axis 1: S1c_cf S1c_gf 60.6304m2=:=
Axis 2: S2c_cf S2c_gf 17.5793 m2
=:=
Axis 3: S3c_cf S3c_gf 18.6473 m2
=:=
Axis 4: S4c_cf S4c_gf 59.1672 m2
=:=
Axis 5: S5c_cf S5c_gf 59.1672 m2
=:=
Axis 6: S6c_cf S6c_gf 18.1133 m2=:=
Axis 7: S7c_cf S7c_gf 17.5793 m2
=:=
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Axis 8: S8c_cf S8c_gf 60.6304m2
=:=
Axis B: SBc_cf SBc_gf 143.5392m2
=:=
S04.01_cf 2S1c_cf 2S2c_cf+ S3c_cf+ 2S4c_cf+ S6c_cf+ SBc_cf+ 455.0534 m2
=:=
S04.01 S04.01_gf 4 S04.01_cf+ 2275.27 m2=:=
Round_S04.01 Ceil S04.01 5m2
,( ):=Round_S04.01 2280 m
2=
04.02.C B 23 D
Frame-formworks in black metal sheet for creating the voids in concrete walls. We
determine the voids' surface in walls.
UM04.02 1m2
:=
NTi04.02 0.53hr
m2
:=
S04.02
5 6 0.9 m 2.09 m 2 0.6 m 0.6 m+( ) 60.03m2
=:=
Round_S04.02 Ceil S04.02 1m2
,( ):=Round_S04.02 61 m
2=
04.03.C C 02 A
Fixing the OB37 reinforcement bars, having the diameter up to 8 mm, withpolymeric spacers, in walls and diaphragms, excluding the ones cast in sliding formworks,
in buildings up to 35 m high.
V04.05.
S04.01
2 S04.02
0.16 m 172.4166 m=:=
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UM04.03 1k:=
NTi04.03 0.048hr
kg:=
M04.03 V04.05. 30kg
m3
5172.5 kg=:=
Round_M04.03 Ceil M04.03 1kg,( ):=Round_M04.03 5173kg=
04.04.C C 02 B
Fixing the PC52 reinforcement bars, having the diameter of 10-12 mm, with
polymeric spacers, in walls and diaphragms, excluding the ones cast in sliding
formworks, in buildings up to 35 m high.UM04.04 1k:=
NTi04.04 0.041hr
kg:=
M04.04 V04.05. 50kg
m3
8620.83 kg=:=
Round_M04.04 Ceil M04.04 1kg,( ):=
Round_M04.04 8621kg=
04.05.C A 02 G
Casting the concrete in construction elements, excluding the ones executed in
formworks, mark B200, at constructions with height up to 35 m, in walls and slabs up to
30 cm in thickness. We compute the concrete to be poured in diaphragms and walls,
taking into account the existing voids.
UM04.05 1m3
:=
NTi04.05 4.04hr
m3
:=
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V04.05
S04.01
2S04.02
0.16 m 172.4166 m
3=:=
Round_V04.05 Ceil V04.05 1m3
,( ):=Round_V04.05 173 m
3=
04.06.C B 44 A
Metallic extensible props, type PE 3100 R, to support, for pouring the monolith
beams, slabs and plane plates with total amount of 500 daN/m2, at the construction
having up to 20 m height. In each cell we put 3 beams sustained by 2 extensible props
and for each concrete slab we put a metallic one also sustained by 2 extensible props.
UM04.06 piec:=
NTi04.06 0.44hr
piece:=
N04.06 N03.06 5 980 piec=:=
Round_N04.06 Ceil N04.06 1piece,( ):=
Round_N04.06
980 piec=
04.07. C B 45 B
Metallic extensible trusses to support, when pouring the concrete, the monolith
beams, slabs and plates with total amount of 500 daN/m2, at the construction having up to
20 m height. In each cell will be put 3 trusses sustained by 2 extensbile columns, for each
concrete beam will be put a metallic one also sustained by 2 extensiles columnes.
UM04.07 piec:=
NTi04.07 2.31hr
piece:=
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N04.07 N03.07 5 450 piec=:=
Round_N04.07 Ceil N04.07 1piece,( ):=Round_N04.07 450 piec=
04.08. C B 13 I
Formworks for reinforced concrete slabs, beams and columns, excluding the
bracing, made of reusable 15 mm panels, at constructions up 20 m high
UM04.08 1m2
:=
NTi04.08 0.85hr
m2
:=
S
contour_girder
2 L
SGI
0.6m 0.3m 0.5m 8( ) 2 0.37 m 0.3m+( ) 46.644m2
=:=
Sedge 2 LSGI 0.6m 0.3m 12.00m+( ) 0.15 m 11.5275 m2
=:=
Sbalconies 0.995m 0.045m+( ) 8.06m 2 0.045 m+( )0.995m 0.045m+( ) 7.85m 2 0.045 m+( )+
...
2 0.995m 0.045m+( ) 4.18m 2 0.045 m+( )+...
:=
S04.08 5 S03.08 Scontour_girder+ Sedge+ Sbalconies+( ) 2464.6112 m2
=:=
Round_S04.08 Ceil S04.08 1m
2
,( ):= Round_S04.08 2465 m2=
04.09. C C 02 C
Fixing the OB37 reinforcement bars having the diameter of 8 mm in slabs and
beams, excluding the ones cast in sliding formworks, in buildings up to 35 m high, with
polymeric spacers.V04.10. 5 V03.10_slab V03.10_beams+ Sedge Sbalconies+( ) hp+LSGI 0.6m 0.3m 0.5m 8( ) 0.37 m 0.3 m+
...
259.7977 m=:=
UM04.09 1k:=
NTi04.09 0.033hr
kg:=
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31
M04.09 V04.10. 110kg
m3
28577.7426kg=:=
Round_M04.09 Ceil M04.09 5kg,( ):=Round_M
04.09
28580 k=
04.10. C A 02 J
Pouring the concrete mark B200 in construction elements, excluding the ones
executed in sliding formworks, at constructions up to 35 m high, including in beams,
columns and slabs with the thickness of the slab up to 10 cm.
UM04.10 1m3
:=
NTi
04.10
3.54hr
m3:=
V04.10 5 V03.10_slab V03.10_beams+ Sedge Sbalconies+( ) hp+LSGI 0.6m 0.3m 0.5m 8( ) 0.37 m 0.3 m+
...
259.7977 m3
=:=
Round_V04.10 Ceil V04.10 1m3
,( ):=Round_V04.10 260 m
3=
04.11. C Z 01.06 A
Preparing the concrete mark B200 with heavy aggregates having the granulometry up to
16 mm, for reinforced concrete in elements with reduced section, with M30 cement in
centralized installations.
UM04.11 1m3
:=
NTi04.11 0.085hr
m3
:=
V04.11 V04.05 V04.10+( ) 1.008 435.6719 m3
=:=
Round_V04.11 Ceil V04.11 1m3
,( ):=
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Round_V04.11 436 m3
=
04.12. C Z 03 02 A
Preparing OB37 reinforcement having the diameter 6-8 mm, for concrete inconstruction elements cast in formworks, in walls, beams, columns and diaphragms,
excluding the ones executed in sliding formworks, We take into account the
reinforcement quantities to be placed in the volumes of concrete computed at articles
03.05 and 03.10.
UM04.12 1k:=
NTi04.12 0.036hr
kg:=
M04.12 V04.05 30 kgm
3V04.10 60 kg
m3
+ 1.01 20967.96kg=:=
Round_M04.12 Ceil M04.12 5kg,( ):=
Round_M04.12 20970 k=
04.13. C Z 03 02 B
Preparing PC52 reinforcement having the diameter 10-16 mm, for concrete in
construction elements cast in formworks, in walls, beams, columns and diaphragms,excluding the ones executed in sliding formworks, We take into account the
reinforcement quantities to be placed in the volumes of concrete computed at articles
03.05 and 03.10.
UM04.13 1k:=
NTi04.13 0.020hr
kg:=
M04.13 V04.05 V04.10+( ) 50 kgm
31.01 21826.82 kg=:=
Round_M04.13 Ceil M04.13 5kg,( ):=
Round_M04.13 21830 k=
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33
04.14. TRA 06 A 08
Transport of B200 concrete with traveling concrete mixers on a distance less of 5 km.
UM04.14 1ton:=
M04.14 V04.05 V04.10+( ) 2.4ton
m3
1037.3142 ton=:=
Round_M04.14 Ceil M04.14 1ton,( ):=
Round_M04.14 1038 ton=
04.15. TRA 04 A 08
Transport of reinforcement with an auto trailer of 20t capacity.
UM04.15 1ton:=
M04.15 M04.12 M04.13+( )1
1.01 46.7061 ton=:=
Round_M04.15 Ceil M04.15 0.1ton,( ):= Round_M04.15 46.8 ton=
5. MASONRY
05.01. C D 07 C
Cellular concrete masonry with M25 mortar in 30 cm thick walls, for constructions
up to 35 m height, included with GBN bloks.
UM05.01 1m3
:=
NTi05.01 3.20hr
m3
:=
CSI_M25 0.065m3
:= M25 /1m3
wall
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CSBCA 0.975m3
:= BCA /1m3
wall
Hb 0.47m:= beam height
Vd_catI 4 0.9 m 2.00 m 0.3 m( ) 4 5 0.9 m 2.00 m 0.3 m( )+ 11.34 m3
=:=
Vd_catII 1.945m 1m 1.565m+( ) 0.3 m 1.4967 m3
=:=
Vw_catI 2 0.6 m 0.6 m 0.3 m( ) 5 0.6m 0.9 m 0.3 m( ) 4+ 1.728 m3
=:=
Vw_catII 10 1.5 m 1.2 m 0.3 m( ) 5 4 1.2 m 1.2 m 0.3 m( ) 5+2.4m 0.6 m 0.3 m 4+
... 37.368 m3=:=
V05.01 2 27.6 m Hs Hb( ) 0.3 m 5 Vd_catI Vd_catII+ Vw_catI+ Vw_catII+( )12.00m Hs Hb( ) 0.3 m 5+
...:=
V05.01 182.9313 m3
=
Round_V05.01 Ceil V05.01 1m3
,( ):= Round_V05.01 183 m3=
05.02. C P 15 C
Placing the cellular concrete strips, 60 cm width and 10 cm thickness.UM05.02 1m
2:=
NTi05.02 3.20hr
m2
:=
CSI_M100T 0.0018m3
:= M100-T /1m3
wall
S05.02 5 4 3.415 0.9( ) 4 2 0.7( )+ 8 5.12 0.166 0.625 0.9( )+2 2.795 0.8( ) 2 2.795 0.9( )+ 1.645+ 2.405 0.8( )++
...
1.95 0.7( ) 5.12++
...
m Hs Hb( )
4 0.96 1.95 0.7( )+[ ]m Hs Hb( )+
...:=
S05.02 720.669m2
=
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35
Round_S05.02 Ceil S05.02 1m2
,( ):=Round_S05.02 721 m
2=
05.03. C Z 02.09 D
M100-T cement mortar prepared with M30 cement in special installations without lime
admixture.
UM05.03 1m3
:=
NTi05.03 0.86hr
m3
:=
V05.03 S05.02
CSI_M100T
m2 1.2972 m
3
=:=
Round_V05.03 Ceil V05.03 0.1m3
,( ):=Round_V05.03 1.3 m
3=
05.04. C Z 02.02 C
M25Z cement mortar prepared with F25 cement in non-centralized installations, withlime admixture.
UM05.04 1m3
:=
NTi05.04 0.86hr
m3
:=
V05.04 V05.01
CSI_M25
m3
11.8905 m3
=:=
Round_V05.04 Ceil V05.04 0.1m3
,( ):=Round_V05.04 11.9 m
3=
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05.05. TRA 01 A 05
Transportation of masonry blocks and cellular concrete strips by trucks over 5 k
distance.
UM05.05 1ton:=
M05.05 V05.01 S05.02 0.125 m+( ) 2.0ton
m3
546.0299 ton=:=
Round_M05.05 Ceil M05.05 0.1ton,( ):=Round_M05.05 546.1 ton=
05.06. TRA 01 A 05
Transportation of mortar by trucks over 5 km distance.
UM05.06 1ton:=
M05.06 V05.03 V05.04+( ) 2.1ton
m3
27.6943 ton=:=
Round_M05.06 Ceil M05.06 0.1ton,( ):=Round_M05.06 27.7 ton=
6. CARPENTRY WORKS
06.01. C K 01 A
Wooden windows, simple, double or coupled, with regular or interior opening
direction, with one or more leaves, for social, cultural or industrial buildings, including
thermal and hydro insulation, in buildings up to 35 m high, for windows with a surface
frame up to 1 m2, inclusively.
UM06.01 1m2
:=
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37
NTi06.01 2.69hr
m2
:=
S06.01 2 0.6 m 0.6 m( ) 5 0.6m 0.9 m( ) 4+ 5.76 m2
=:=
Round_S06.01 Ceil S06.01 0.1m2
,( ):=Round_S06.01 5.8 m2=
06.02. C K 01 B
Wooden windows, simple, double or coupled, with regular or interior opening
direction, with one or more leaves, for social, cultural or industrial buildings, including
thermal and hydro insulation, in buildings up to 35 m high, for windows with a surfaceframe up to 1 m2, inclusively.
UM06.02 1m2
:=
NTi06.02 1.25hr
m2
:=
S06.02 10 1.5 m 1.2 m( ) 5 4 1.2 m 1.2 m( ) 5+ 2.4m 0.6 m 4+ 124.56 m2
=:=
Round_S06.02 Ceil S06.02 0.1m
2
,( ):=Round_S06.02 124.6 m
2=
06.03. C K 04 A
Wooden doors for balconies (exterior), with regular or interior opening
direction, with one or two leaves, made of lumber, for social, cultural buildings,
including thermal and hydro-insulation of the frames, for buildings up to 35 m high.
UM06.03 1m2:=
NTi06.03 1.48hr
m2
:=
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S06.03 4 0.9 m 2.00 m( ) 4 5 0.9 m 2.00 m( )+ 37.8m2
=:=
Round_S06.03 Ceil S06.03 0.1m2
,( ):=Round_S06.03 37.8 m
2=
06.04. C K 03 F
Wooden doors, interior or exterior, simple, including waterproofing and
thermal insulation of the door frame, mounted on interior, existing, wooden dowels,
type CIL, finished by the producer, with one leaf, on door frame and timber
plankings.
UM06.04 1m2
:=
NTi06.04 1.31hr
m2
:=
S06.04 4 0.70 2.09 14 0.90 2.09+ 4 0.80 2.59+ 6 0.90 2.59+( )m2
5
9 0.7 2.59 m2
+
...:=
S06.04 288.617 m2=
Round_S06.04
Ceil S06.04
0.1m2,( ):=
Round_S06.04 288.7 m2
=
06.05. C K 14 J
Metallic doors made of rolled steel profiles or corrugated sheet of cold formed
steel profiles or aluminium profiles, including reinforcement and fittings (accessories)needed for door placing in any type of masonry, aluminum doors for constructions up
to 10 m height with frame surface between 5-7 m2, inclusively.
UM06.05 1m2
:=
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39
NTi06.05 1.31hr
m2
:=
S06.05 1.945 1 1.565+( ) m2
4.9889 m2
=:=
Round_S06.05 Ceil S06.05 0.1m2,( ):=
Round_S06.05 5 m2
=
06.06. C K 09 B
Wooden boards, sills and rods for doors, sills and rods up to 20 mm thickness and 100 m
width, mounted on doors.
UM06.06 1m:=
NTi06.06 0.07hr
m:=
L06.06 5 4 2 2.09 m 0.7m+( ) 14 2 2.09 m 0.9m+( )+ 4 2 2.59 m 0.8m+( )+6 2 2.59 m 0.9m+( ) 9 2 2.59 m 0.7m+( )++
...
21 2 2 m 0.9m+( ) 1m 2 1.945 m+( )+ 1.565m 2 1.945 m+( )++
...:=
L06.06 1133.045m=
Round_L06.06 Ceil L06.06 1m,( ):=Round_L06.06 1134 m=
06.07. C K 09 A
Wooden boards for windows, up 30 cm width, mounted on wooden windows.
UM06.07 1m:=
NTi06.07 0.27hr
m:=
L06.07 2 0.6 m 5 0.9m 4+ 10 1.50 m 5+ 4 1.2 m 5+ 2.4m 4+ 118.2 m=:=
Round_L06.07 Ceil L06.07 1m,( ):=
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Round_L06.07 119 m=
06.08. C M 02 B
Glass of 2-3 mm thickness, with wooden frames, polished, fixed with lute and
nails, in holes over 0.25 m2. It is considered that the glass' surface represents
approximately 80% from the windows' and balcony doors' surface.
UM06.08 1m2
:=
NTi06.08 0.45hr
m:=
S06.08 S06.01 S06.02+ S06.03+( ) 2 0.8 268.992m2
=:=
Round_S
06.08
Ceil S
06.08
1m2
,( ):=Round_S06.08 269m
2=
7. PLASTERINGS
07.01. C F 01 C
Manual interior plastering for walls and columns on concrete surfaces, small concrete
blocks or cellular concrete blocks with lime mortar, M10-T cement grade, of 2 cm averag
thickness, including scafoldings.UM07.01 1m
2:=
NTi07.01 1.12hr
m2
:=
S07.01 S04.01 S04.02 2 12 m Hs 0.13m( ) 5V05.01
0.3m+ 12m Hs 0.13m( ):=
S07.01
2472.5683m2
=
Round_S07.01 Ceil S07.01 1m2
,( ):= Round_S07.01 2473 m2=
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41
07.02. C F 03 A
Manual interior plastering for ceilings made of cast in place concrete or prefabricate
elements, hand made with lime mortar, M10-T cement grade, of 2 cm average thicknes
including scafoldings.
UM07.02 1m2:=
NTi07.02 1.03hr
m2
:=
CSI_M25T 0.020m3
:= M25-T/m2
S07.02 S04.08 2464.6112 m2
=:=
Round_S07.02 Ceil S07.02 1m2,( ):=Round_S07.02 2465 m
2=
07.03. C F 10 C
Floated plastering on the concrete elements' surface, columns and ceilings, hand
made with plastering paste.
S09.03_cl. 4 2 2m 2.10m+ 0.7m( ) 3.37 m[ ] 2 2 2.795m 3.07m+ 0.8m( ) 3.37 m[ ]+2 2 2.405m 3.515m+ 0.8m( ) 3.37 m[ ]+
...:=
UM07.03 1m2:=S09.03_gl. 4 2 2m 2.10m+ 0.7m( ) 3.37 m[ ] 2 2 2.795m 3.07m+ 0.8m( ) 3.37 m[ ]+
2 2.405m 3.515m+ 0.8m( ) 3.37 m[ ] 2 2.795m 3.515m+ 0.8m( ) 3.37 m[ ]++...:=
NTi07.03 0.38hr
m2
:= S09.03. 4S09.03_cl. S09.03_gl.+ 1147.4176m2
=:=
S07.03 S07.01 S07.02+ S05.02 2+ S09.03. 5231.0999 m2
=:=
Round_S07.03 Ceil S07.03 1m2
,( ):=
Round_S07.03 5232 m
2
=
07.04. C Z 02.06 A
Lime mortar, M10-T cement grade, made with F25 cement and plastering paste
centralized installations.
7/31/2019 Bill of Quantities Measurements)
42/48
UM07.04 1m3
:=
NTi07.04 0.52
hr
m3:=
V07.04 S07.01 0.018m
3
m2
44.5062 m3
=:=
Round_V07.04 Ceil V07.04 0.1m3
,( ):= Round_V07.04 44.6 m3=
07.05. C Z 02.07 A
Lime mortar, M25-T cement grade, made with F25 cement and plastering paste
centralized installations.
UM07.05 1m3
:=
NTi07.05 0.52hr
m3
:=
V07.05
S07.02
0.020m
3
m249.2922 m
3=:=
Round_V07.05 Ceil V07.05 0.1m3
,( ):=Round_V07.05 49.3 m
3=
07.06. TRA 06 A 08
Transportation of mortar with truck, over 5 km distance.
UM07.06 1ton:=
7/31/2019 Bill of Quantities Measurements)
43/48
43
M07.06 V07.04 1.9ton
m3
V07.05 2.1ton
m3
+ 188.0755 ton=:=
Round_M07.06 Ceil M07.06 1ton,( ):=
Round_M07.06 189 ton=
8. FLOORING
08.01. C G 01 D
Supporting layer for floors made of 3 cm thickness cement mortar, grade M100-T.
UM08.01 1m2
:=
NTi
08.01
0.46hr
m2:=
CSI_M100T. 0.031m3
:= M100-T/m2
S08.01 17.45m2
4 5 21.75m2
4 5+ 2.05 2.795( )m2
2 5+
2.005 2.795( )m2
2 5+
... 897.34m2
=:=
Round_S08.01 Ceil S08.01 1m2
,( ):=Round_S08.01 898 m
2=
08.02. C G 03 E
PVC plastic floorings including sills, cleaned and waxed in rooms with surface up
to 20 m2, with wooden sill.
UM08.02 1m2
:=
NTi08.02 0.73hr
m2
:=
S08.02 S08.01 897.3373m2
=:=
7/31/2019 Bill of Quantities Measurements)
44/48
Round_S08.02 Ceil S08.02 1m2
,( ):=
Round_S08.02 898 m2
=
08.03. C G 07 B
Mosaic floorings cast in place, without pigments, including 3 cm supporting layer
with cement mortar, grade M100-T, including scrubbing and washing, 1.5 cm thickness
for rooms with surface over 5 m2
UM08.03 1m2
:=
NTi08.03 2.23hr
m
2:=
S08.03 8.30m2
2 5 8.20m2 5+ 8.40m2 5+ 4.20m2 4 5+2.405m 2.41m+( ) 5.12 m 5 4.815m 5.12 m 5++
... 496.528m2=:=
Round_S08.03 Ceil S08.03 1m2
,( ):=Round_S08.03 497 m
2=
08.04. C G 07 B
Mosaic plinth cast in place, without pigments, including support layer of mortarM100-T cement grade, including scrubbing and washing horizontal plinth or 10 cm
height for walls made of marble.UM08.04 1m:=
NTi08.4 1.2hr
m:=
Axes 1-2: L12 2 2 5.12 m 0.9m 2 3.415 m+ 2 2.10 m+ 2m+( ) 44.74m=:=
Axes 2-3: L23
2 2 5.12m 0.9m( ) 2 4.25 m+[ ] 33.88m=:=
Axes 3-4: L34 2 2 5.12m 0.9m( ) 4 2.795 m+[ ] 39.24m=:=
Axes 4-5: L45 2 5.12m 0.9m( ) 2 4.94m 0.9m( )+ 2 5.12m 0.9m( )+2 5.12 m 3 4.94m 0.9m( )+ 4.94m+ 2 2m 0.7m( )++
...:=
7/31/2019 Bill of Quantities Measurements)
45/48
45
L45 54.86 m=
Axes 5-6: L56 L34 39.24m=:=
Axes 6-7: L67 L23 33.88m=:=
Axes 7-8: L78 L12 44.74m=:=
L08.04 L12 L23+ L34+ L45+ L56+ L67+ L78+ 290.58m=:=
Round_L08.04 Ceil L08.04 5m,( ):=Round_L08.04 295 m=
08.05. C Z 02.09 A
Cement mortar for plastering M100-T with M30 cement grade, prepared in
centralized installations, without lime admixture.
UM08.05 1m3
:=
NTi08.05 0.52hr
m3
:=
CSI_M100T. 0.031 m3
=
V08.05 S08.01
CSI_M100T.
m2
27.8175 m3
=:=
Round_V08.05 Ceil V08.05 0.1m3
,( ):=Round_V08.05 27.9 m
3=
08.06. TRA 06 A 08
Road transport of mortar over 5km distance, by truck
UM08.06 1ton:=
7/31/2019 Bill of Quantities Measurements)
46/48
M08.06 V08.05 2.2ton
m3
61.1984 ton=:=
Round_M08.06 Ceil M08.06 0.1ton,( ):=Round_M08.06 61.2 ton=
9. INTERIOR SURFACE FINISHINGS
09.01. C N 02 B
3 ply interior painting for ceilings and walls in water colours.
UM09.01 1m2
:=
NTi09.01 0.31hr
m2
:=
S09.01 S07.03 S09.03. 4083.6823m2
=:=
Round_S09.01 Ceil S09.01 1m2
,( ):=
Round_S09.01 4084 m2
=
09.02. C N 09 B
3 ply interior painting for doors and windows on wood framings, using oil colours.
UM09.02 1m2
:=
NTi09.02 1.14hr
m2
:=
S09.02 S06.01 S06.02+ S06.03+( ) 3 S06.04 2.9+ 1341.3493m2=:=
Round_S09.02 Ceil S09.02 1m2
,( ):=
7/31/2019 Bill of Quantities Measurements)
47/48
47
Round_S09.02 1342 m2
=
09.03. C I 06 S
Mounting faience on walls and columns, including the plating of lintels using the
same colour and format plates, using M100-T cement grade, using lime admixture of 2cm thickness, in rooms less than 10 m2
UM09.03 1m2
:=
NTi09.03 2.72hr
m2
:=
S09.03_cl 4 2 2m 2.10m+ 0.7m( ) 4.27 m[ ] 2 2 2.795m 3.07m+ 0.8m( ) 4.27 m[ ]+2 2 2.405m 3.515m+ 0.8m( ) 4.27 m[ ]+
...:=
S09.03_gl 4 2 2m 2.10m+ 0.7m( ) 4.27 m[ ] 2 2 2.795m 3.07m+ 0.8m( ) 4.27 m[ ]+2 2.405m 3.515m+ 0.8m( ) 4.27 m[ ] 2 2.795m 3.515m+ 0.8m( ) 4.27 m[ ]++ ...:=
S09.03 4S09.03_cl S09.03_gl+ 1453.8496 m2
=:=
Round_S09.03 Ceil S09.03 1m2
,( ):=Round_S09.03 1454 m
2=
10. EXTERIOR FINISHINGS
10.01. C B 48 A
Self-lifting metallic scaffold for exterior facade works.
UM10.01 1m2
:=
NTi10.01 0.28hr
m2
:=
Hattic 1m:=
7/31/2019 Bill of Quantities Measurements)
48/48
Hpedestal 1m:=
S10.01 5 Hs Hattic+ Hpedestal+( ) 2 27.2m 11m+( ) 1222.4 m2=:=
Round_S10.01 Ceil S10.01 1m2
,( ):=
Round_S10.01 1223 m
2
=10.02. C F 08 A
Exterior plastering in artficial stone for facade hand-made, using M100-T cement
grade mortar, with lime admixture of 1.5 average thickness, with visible layer of M100-
T cement mortar with the superior layer's thickness of 0.5-0.8 cm.
UM10.02 1m2
:=
NTi
10.02
2.21hr
m2:=
S10.02 S10.01 S06.01 S06.02+ S06.03+( ) 1.10 1159.708 m2
=:=
Round_S10.02 Ceil S10.02 1m2
,( ):=Round_S10.02 1160 m
2=
10.03. C Z 02.09 D
Cement mortar for plastering M100-T with M30 cement in non-centralized
installations, without lime admixture.
UM10.03 1m3
:=
NTi10.03 0.52hr
m3
:=
V10.03 S10.02 0.017m
3
m2
19.715 m3
=:=
Round_V10.03 Ceil V10.03 0.1m3,( ):=
Round_V10.03 19.8 m3
=
10.04. TRA 01 A 05
Road transport of mortar by truck over 5 km distance.
UM10.04 1ton:=
M10.04 V10.03 2.2 ton
m3
43.3731 ton=:=
Round_M10.04 Ceil M10.04 0.1ton,( ):= Round_M10.04 43.4 ton=
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