Bill of Quantities Measurements)

7/31/2019 Bill of Quantities Measurements)

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1

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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3

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=:=




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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=:=



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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5

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,( ):=


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,( ):=



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7

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=:=



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 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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9

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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11

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_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 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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13

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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15

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 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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17

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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19

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 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.


21/48

21

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.


22/48

UM03.14 1ton:=

M03.14 V03.11 2.4ton

m3

228.2647 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=


,( ):=


23/48

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_S03.17 269 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,( ):=


24/48

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=


25/48

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,( ):=


03.22. TRA 04 A 08


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


26/48

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 6: S6c_cf S6c_gf 18.1133 m2=:=


=:=


27/48

27

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 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 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=:=


28/48

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

:=


29/48

29

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:=


30/48

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:=


31/48

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_V04.10 260 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

=:=


,( ):=


32/48

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=


33/48

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,( ):=


04.15. TRA 04 A 08


UM04.15 1ton:=

M04.15 M04.12 M04.13+( )1

1.01 46.7061 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


34/48

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_V05.01 183 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

=


35/48

35


,( ):=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 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 11.9 m

3=


36/48

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=:=


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

:=


37/48

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 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

:=


38/48

S06.03 4 0.9 m 2.00 m( ) 4 5 0.9 m 2.00 m( )+ 37.8m2

=:=


,( ):=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

:=


39/48

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,( ):=


40/48

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 2473 m2=


41/48

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 5232 m

2

=

07.04. C Z 02.06 A

Lime mortar, M10-T cement grade, made with F25 cement and plastering paste



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 44.6 m3=

07.05. C Z 02.07 A

Lime mortar, M25-T cement grade, made with F25 cement and plastering paste


UM07.05 1m3

:=

NTi07.05 0.52hr

m3

:=

V07.05

S07.02

0.020m

3

m249.2922 m

3=:=


,( ):=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:=


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,( ):=


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_S08.01 898 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

=:=


44/48


,( ):=

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_S08.03 497 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( )++

...:=


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 27.9 m

3=

08.06. TRA 06 A 08

Road transport of mortar over 5km distance, by truck

UM08.06 1ton:=


46/48

M08.06 V08.05 2.2ton

m3

61.1984 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 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=:=


,( ):=


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 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:=


48/48

Hpedestal 1m:=

S10.01 5 Hs Hattic+ Hpedestal+( ) 2 27.2m 11m+( ) 1222.4 m2=:=


,( ):=

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 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=:=


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