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UNIVERSITATEA TEHNICĂ CLUJ-NAPOCA
GARAJ CU 4 BOXE
N=14
STABILIREA PĂRŢILOR DE OBIECT ALE CONSTRUCŢIEI
a. Infrastructura:
defrisare manuala
sapatura manuala
turnare bloc fundatie
cofrare cuzinet
turnare beton īn cuzinet
cofrare grinda de fundare
armare grinda de fundare
turnare beton īn grinda de fundare
armare placa
turnare placa
umplutura
b. Suprastructura:
- cofrare stīlp
- armare stīlp
- turnare beton īn stīlp
- cofrare grinda
- armare grinda
- turnare brton īn grinda
- montare planseu prefabricat
- zidarie īn peretii :- longitudinali
- transveli
c. Acoperis:
- beton de panta
- hidroizolatie
ANTEMĂSURĂTOARE
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Nr. crt. |
Simbol articol Denumire Calcule |
Total pe articole |
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INFRASTRUCTURĂ | ||
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TS C 18 B - sapatura mecanica cu bulbozerul se masoara la suta de mc. 12x10x0,1=12 mc |
12 mc |
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TS A 02 E sapatura manuala se masoara īn mc. 1.40x1.40x0.97x9=17.12 mc 3.475x0.25x0.3x6+ 2.475x0.25x0,3x2=1.935 mc ∑=19.06 mc |
20.00 mc |
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CA 01 A marca B50 turnare beton simplu īn fundatie 1.40x1.40x0.67x9=11.82 mc |
12.00 mc |
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CZ 01 02 A preparare B50 11.82x1.008=11.92 mc |
12.00 mc |
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CB 10 A cofrare cuzinet si grinda cu panouri tego (mp.) 0.8x0.3x4x9+(3.475+1.2)x0.3x2x6+ (2.475+1.2)x0.3x2x2=29.88 mp |
30.00 mp |
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CC 01 A montarea armaturilor din otel beton kg 2.7x9=24.3 kg ų 6 4.6x9=41.9 kg ų 14 20x6=120 kg GF1 ų 6 14x2=28 kg GF2 ų 6 5.4x6=32.4 kg GF1 ų 10 3.8x2=7.6 kg GF2 ų 10 17.2x6=103.2 kg GF1 ų 12 12.2x2=24.4 kg GF2 ų 12 1.4x6=8.4 kg GF1 ų 14 1.0x2=2.0 kg GF2 ų 14 TOTAL/ų Ų6 =172.3 kg kg Ų12=127.6kg Ų14=51.8 kg TOTAL= 391.7 kg |
392 kg |
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CZ 03 01 A Confectionare armatura ų6 172,3 kg |
172,3 kg |
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CZ 03 01 B Confectionare armatura ų10-16 OB37 219.4 kg |
219.4 kg |
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CA 02 A Turnare beton īn cuzinet si grinda de fundare 0.8x0.8x0.3x9=1.73 mc (3.475+1.2)x0.25x0.3x6=2.11 mc (2.475+1.2)x0.25x0.3x2=0.55 mc 4.39 mc |
4.50 mc |
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CZ 01 04 A Preparare beton B100 4.39x1.008=4.42 mc |
4.50 mc |
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TS D 01 Īmprastiere cu lopata 1.4x1.4x0.3-0.8x0.8x0.3=0.396 mc x 9 = 3.564 mc |
3.6 mc |
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TS D 01 Compactarea cu maiul de māna V=3.6 mc |
3.6 mc |
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CC 01 C Montarea armaturilor din OB37 (pardoseala) kg 1.7 kg ų6 1.7x83.64=142.19 kg |
143.0 kg |
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CZ 03 01 G Confectionare otel beton ų6 OB37 1.7 kg 1.7x83.64=142.19 kg |
143.0 kg |
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CA 02 I Turnare beton īn pardoseala [mc] 83.64x0.1=8.364 mc |
8.4 mc |
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CZ 01 04 A Preparare beton B100 8.364x1.008=8.43 mc |
8.5 mc |
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SUPRASTRUCTURĂ | ||
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CB 04 B Cofrare st lp[mp] 0,24x4x2,5=2,5 mpx9=22,5mp |
22,5mp |
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CC 0,2 C Montarea armaturii īn stālp [kg] 12.6x9=113.4 18.9x9=170.1 283.5 kg |
283.5 kg |
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CZ 03 02 G Confectionare armatura īn stālp 113.4 kg |
113.4 kg |
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CZ 03 02 H Confectionare armatura īn stālp 170.1 kg |
170.1 kg |
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CA 02 I Turnarea betonului īn stālp 0.25x0.25x2.5x9=1.41 mc |
1.41 mc |
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CZ 01 06 A Prepararea B 200 stālpi 1.41x1.008=1.43 mc 2.49x1.008=2.51 mc - de la 02.16 3.96 mc |
3.96 mc |
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CB 04 B Cofrare grinzi [mp] (0.15x2+0.3x2)x4.625x6=24.98 mp (0.15x2+0.3x2)x3.625x6=19.58 mp 44.56 mp |
44.56 mp |
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CC 02 C Montarea armaturii īn grinda G x 7.9x 12.4x 14x G 19.3x 6.1x 9.7x6=58.2 11x6=66 TOTAL / =293.4 kg 10=84kg 14=132.6 kg 16=150kg TOTAL = 660 kg |
660 kg |
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CZ 03 02 G [kg] Confectionare 293.4 kg |
293.4 kg |
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CZ 03 02 H [kg] Confectionare 366.6 kg |
366.6 kg |
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CA 02 I [mc] Turnare beton īn grinda G1=0.15x0.3x3.625x6=1.25 mc G2= 0.15x0.3x4.625x6=0.98 mc 2.23 mc |
2.23 mc |
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CZ 01 06 A [mc] Preparare B 200 īn grinzi + monolitizare fāsii 2.33x1.008=2.247 mc 2.51 mc 4.737 mc |
4.76 mc |
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CD 04 G Zidarie din caramida 0.125 x2.20x4.625x6=7.63 mc 0.125 x2.20x3.625x2=1.81 mc 9,44 mc |
9,44 mc |
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CZ 02 01 Preparare mortar pentru zidarie [mc] 0.18x9.44=1.70 mc |
1.70 mc |
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CP 09 A Montare fāsii prefabricate [buc |
20 buc |
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FS Procurare fāsii 20 buc |
20 buc |
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CP 25 F Monolitizare fāsii 2.49 mc |
2.5 mc |
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CC 02 C Montare armaturi īn centuri C1 5x8.2=41 kg 10 1.2x8.2=9.84 kg C2 7x10.2=71.4 kg 10 1.2x10.2=12.24 kg TOTAL 6= 112.4 kg 10=22.08 kg 134.48 kg |
134.48 kg |
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CZ 03 02 G Confectionarea armaturi īn centuri 112.4 kg |
112,4 kg |
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CZ 03 02 H Confectionare armaturi īn century 10 22,8 kg |
22,8 kg |
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CA 01 D Turnare beton de panta 0.2x10.2=83.64x0.074=6.27 mc |
6.27 mc |
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CZ 01 04 A Preparare beton panta B 100 6.27x1.008=6.32 mc |
6.4 mc |
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F4 b [mp] Strat hidroizolant pentru acoperis 1.12x83.64x2=187.35 mc carton bituminous bitum 1.55x83.64x3=388.92 kg 83.64x5=418.5 mp |
418.5 mp |
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TRANSPORT | ||
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TRA 02 A 14 Transport rutier al materialelor semiprefabricate si a armaturii cu autocamionul pe distanta de 14 km 13,65x20 273 KN - prefabricate 14.77 KN -armaturi 28,77 t |
29,0 t |
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TRA 06 A 14 Transport rutier al betonului cu autobetoniera de 5 mc pe distanta de 14 km 12+4.5+8.5+3.96+2.5+4.76+1.70+6.4=44.32 mc 44.32x2.5=110.80 t |
111 t |
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