pag. 1

Faza: PTHOBIECTIVUL: Reamenajare si modernizare Parc Rozelor

OBIECTUL: Arhitectura

ANTEMASURATOARE: Montarea pergolelor

Beneficiar: Municipiul Timisoara

Proiectant: Green Project

Antemasuratoare

lista cu cantitati de lucrari fara preturi

Nr. DenumireSimbol UM Cantitate

43210

170002827

70

Pergola lmen 6.7x5.1 m buc 10,00

Greutate 0,01

170002827

71

Pergola lemn 4.6x2.55 m buc 4,00

Greutate 0,00

TSA03A1 Sapatura manuala de pamant in spatii limitate,avand sub 1 m

latime,executata fara sprijiniri,cu taluz inclinat,la

fundatii,canale,etc...in teren necoeziv sau slab coeziv, consistent,

pana la 0,75 m adancime, teren usor

mc 23,70

26,54Ore

buc X arie X h x 10 pergole

2*0.55*0.55*10 = +6.05

4*0.8*0.55*10 = +17.60

=====================================================================================================

= 23.65

ROT = 23.70

TSE02B1 Finisarea manuala a terenurilor si platformelor,cu denivelari de 10-20

cm,in:...teren mijlociu

100 mp 0,40

1,57Ore

buc X arie / 100 x 10 pergole

2*0.55/100*10 = +0.11

4*0.8/100*10 = +0.32

=====================================================================================================

= .43

ROT = 0.4

CB02A1 Cofraje pentru beton în elevatie, din panouri refolosibile, cu astereala

din scânduri de rasinoase, la ziduri drepte avand inaltimea de...0-3m.

mp 111,00

87,69Ore

Greutate 0,26

buc X P X H X 10 pergole

2*2*(1+0.55)*0.5*10 = +31.00

4*(1+1+0.55+0.55+0.45+0.45)*0.5*10 = +80.00

=====================================================================================================

= 111

ROT = 111

RPCXP04A Montare confectii metalice orice tip inglobate...total sau partial in

zidarie sau beton.

kg 208,00

27,04Ore

Greutate 0,38

(16 stalpi * 4 buc)*(0.65 kg/2)*10 = +208.00

64 buc tije filetate M12 la 50 cm, 0.65 Kg/buc de 1 m X 10 pergole

=====================================================================================================

= 208

ROT = 208

.L 6309886 Confectie metalice inglobate in beton kg 208,00

CA01A1 Turnarea betonului simplu...marca...1) în fundatii continue, izolate si

socluri cu volum pâna la 3 mc, inclusiv

mc 21,50

68,37Ore

Greutate 55,46

pag. 2

43210

2*0.55*0.5*10 = +5.50

4*0.8*0.5*10 = +16.00

buc X arie X H X 10 pergole

=====================================================================================================

= 21.5

ROT = 21.5

.L 2100945 Beton de ciment B 150 stas 3622 mc 21,67

TRA06A05 Transportul rutier al betonului-mortarului cu autobetoniera de...5,5mc

dist. =5 km

tona 54,30

21.67*2.5 = +54.18

=====================================================================================================

= 54.18

ROT = 54.3

TRA01A15

P

Transportul rutier al...pamantului sau molozului cu autobasculanta

dist.=15 km

tona 45,03

0,00Ore

23.7*1.9 = +45.03

=====================================================================================================

= 45.03

ROT = 45.03

TRB05A22 Transportul materialelor prin purtat direct.materiale...incomode sub 25

kg distanta 20m

tona 45,00

84,15Ore

(20.8+109)/1000*10 = +1.30

confectii metalice

11*.1*0.5*10 = +5.50

cofraj

3.32*1*10 = +33.20

lemn

5 = +5.00

=====================================================================================================

= 45

ROT = 45

TSA03A1 Sapatura manuala de pamant in spatii limitate,avand sub 1 m

latime,executata fara sprijiniri,cu taluz inclinat,la

fundatii,canale,etc...in teren necoeziv sau slab coeziv, consistent,

pana la 0,75 m adancime, teren usor

mc 1,76

1,97Ore

buc X arie X h

4*0.8*0.55 = +1.76

=====================================================================================================

= 1.76

ROT = 1.76

TSE02B1 Finisarea manuala a terenurilor si platformelor,cu denivelari de 10-20

cm,in:...teren mijlociu

100 mp 0,12

0,47Ore

buc X arie / 100 X 4 pergole

4*0.8/100*4 = +0.13

=====================================================================================================

= .13

ROT = 0.12

CB02A1 Cofraje pentru beton în elevatie, din panouri refolosibile, cu astereala

din scânduri de rasinoase, la ziduri drepte avand inaltimea de...0-3m.

mp 8,00

6,32Ore

Greutate 0,02

buc X P X H

4*(1+1+0.55+0.55+0.45+0.45)*0.5 = +8.00

=====================================================================================================

= 8

ROT = 8

pag. 3

43210RPCXP04A Montare confectii metalice orice tip inglobate...total sau partial in

zidarie sau beton.

kg 15,60

2,03Ore

Greutate 0,03

(12 stalpi * 4 buc)*(0.65 kg/2) = +15.60

64 buc tije filetate M12 la 50 cm, 0.65 Kg/buc de 1 m

=====================================================================================================

= 15.6

ROT = 15.6

.L 6309886 Confectie metalice inglobate in beton kg 15,60

CA01A1 Turnarea betonului simplu...marca...1) în fundatii continue, izolate si

socluri cu volum pâna la 3 mc, inclusiv

mc 1,60

5,09Ore

Greutate 4,13

buc X arie X H

4*0.8*0.5 = +1.60

=====================================================================================================

= 1.6

ROT = 1.6

.L 2100945 Beton de ciment B 150 stas 3622 mc 1,61

TRA06A05 Transportul rutier al betonului-mortarului cu autobetoniera de...5,5mc

dist. =5 km

tona 4,03

1.61*2.5 = +4.03

=====================================================================================================

= 4.03

ROT = 4.03

20011917 Lemn ecarisat de stejar mc 1,52

Greutate 0,00

Stalpi lemn 15x15 cm

40.4 m *0.15*0.15 = +0.91

Grinzi lemn 9x15 cm

14 m *0.09*0.15 = +0.19

Grinzi lemn 7x15 cm

23.206 m *0.07*0.15 = +0.24

Elemente decorative din lemn 5x5 cm

22.786 m *0.05*0.05 = +0.06

Talpi lemn 7 cn grosime

0.123 mc = +0.12

=====================================================================================================

= 1.52

ROT = 1.52

RMF08G# Confectionat si montat in opera piese noi din lemn de stejar la

structura monumente noi:...structura foisor turn

mc 3,32

686,97Ore

Greutate 0,00

3500026 Cornier laturi inegale laminat la calc 150x100x10 mm, 19kg/ml kg 91,20

Greutate 0,09

8 stalpi x 3 buc = 24 buc

4 stalpi x 2 buc = 8 buc

Sub Total = 38 buc................................................................................... = 0.00

19 kg/ml

(32 buc * 0.15 cm )*19 = +91.20

=====================================================================================================

= 91.2

ROT = 91.2

TRA01A15

P

Transportul rutier al...pamantului sau molozului cu autobasculanta

dist.=15 km

tona 3,34

0,00Ore

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43210

1.76*1.9 = +3.34

=====================================================================================================

= 3.34

ROT = 3.34

TRB05A22 Transportul materialelor prin purtat direct.materiale...incomode sub 25

kg distanta 20m

tona 2,03

3,80Ore

(15.6+91.2)/1000 = +0.11

confectii metalice

8*.1*0.5 = +0.40

cofraj

1.52*1 = +1.52

lemn

=====================================================================================================

= 2.03

ROT = 2.03

Proiectant,

SC GREEN PROJECT SRL

Director General,

Ion Waszkiewicz FilioreanuRaport generat cu ISDP 2009 SP 4 build 156 , www.devize.ro, e-mail: suport@intelsoftdeviz.ro, tel.: 0236 477.007