
Download - Deviz Kuti Attila

DEVIZUL OBIECTULUICasa de locuit unifamilialBeneficiar Kuti Attila
DEVIZ GENERAL 1 Euro= 4.42 lei
Nr. Crt. Denumirea capitolelor si subcapitolelor de cheltuieliValoare( fara TVA) TVA Valoare (inclusiv TVA)
mii Lei Euro Lei mii Lei Euro1 2 3 4 5 6 7
CAPITOLUL1: Cheltuieli pentru obtinerea si amenajarea terenului1.1 Obtinerea terenului valoarea de cumparare cu taxele de notar1.2 Amenajarea terenului (lucrari de demolare) 0.00 0.00 0.00 0.00 0.001.3 Amenajarea pentru protectia mediului si aducerea la starea initiala 0.00 0.00 0.00 0.00 0.00
TOTAL CAPITOLUL1 0.00 0.00 0.00 0.00 0.00CAPITOLUL2:Cheltuieli pentru asigurarea utilitatilor necesare obiectivului
TOTAL CAPITOLUL2 0.00 0.00 0.00 0.00 0.00CAPITOLUL 3:Cheltuieli pentru proiectare si asistenta tehnica
3.1 Studii teren 0.00 0.00 0.00 0.00 0.003.2 Taxe pentru obtinerea de avize, acorduri si autorizatii 2.42 0.55 0.58 3.00 0.683.3 Proiectare si inginerie 2.02 0.46 0.48 2.50 0.573.4 Organizarea procedurilor de achizitie 0.00 0.00 0.00 0.00 0.003.5 Consultanta 0.00 0.00 0.00 0.00 0.003.6 Asistenta tehnica 0.81 0.00 0.19 1.00 0.23
TOTAL CAPITOLUL3 5.24 1.00 1.26 6.50 1.47CAPITOLUL4:Cheltuieli pentru investitia de baza
4.1 Constructii si instalatii 270.27 61.15 64.86 335.13 75.824.2 Montaj utilaje tehnologice 0.00 0.00 0.00 0.00 0.004.3 Utilaje ,echipamente tehnologice si functionale cu montaj 0.60 0.14 0.14 0.75 0.174.4 Utilaje fara montaj si echipamente de transport 0.00 0.00 0.00 0.00 0.004.5 Dotari 0.00 0.00 0.00 0.00 0.004.6 Active necorporale 0.00 0.00 0.00 0.00 0.00
TOTAL CAPITOLUL4 270.87 61.28 65.01 335.88 75.99CAPITOLUL5:Alte cheltuieli
5.1 Organizare de santier 0.00 0.00 0.00 0.00 0.005.2 Comisioane, cote,taxe,costul creditului 0.00 0.00 0.00 0.00 0.00
TOTAL CAPITOLUL5 0.00 0.00 0.00 0.00 0.00CAPITOLUL 6:Cheltuieli pentru probe tehnologice si teste si predare la beneficiar
6.1 Pregatirea personalului de exploatare 0.00 0.00 0.00 0.00 0.006.2 Probe tehnologice si teste 0.00 0.00 0.00 0.00 0.00
TOTAL CAPITOLUL6 0.00 0.00 0.00 0.00 0.00TOTAL GENERAL 276.11 62.47 66.27 342.38 77.46
Intocmit ing. Laszlo Sandor

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Confidential 04/22/2023 Page 2
DEVIZUL OBIECTULUICasa de locuit unifamilialBeneficiar Kuti Attila
In lei la cursul de 4.42 lei/euro din data de 04/12/2014 curs BNR
Denumire Valoare(fara TVA) TVA Valoare(inclusiv TVA)LEI EURO LEI LEI EURO
1 2 3 4 5 6 7I. Lucrari de constructii si instalatii
2. REZISTENTA 116,082.32 26262.97 27859.76 143,942.08 32566.082.1. INFRASTRUCTURA 49,492.45 11197.39 11878.19 61,370.64 13884.762.2. SUPRASTRUCTURA 66,589.87 15065.58 15981.57 82,571.44 18681.323. ARHITECTURA 92,802.74 20996.10 22272.66 115,075.40 26035.16
3.1. ARHITECTURA INTERIOARA 39,220.93 8873.51 9413.02 48,633.95 11003.163.2. ARHITECTURA EXTERIOARA 53,581.81 12122.58 12859.64 66,441.45 15032.004. INSTALATII 61,380.45 13886.98 14731.31 76,111.76 17219.86
4.1. INSTALATII ELECTRICE DE ILUMINAT SI PRIZE 6,222.79 1407.8701602 1493.47 7,716.25 1745.764.2. INSTALATII DE TELECOMUNICATII 954.82 216.02283801 229.16 1,183.98 267.874.3. INSTALATIE DE IMPAMANTARE SI PARATRASNET 23,823.29 5389.8851285 5717.59 29,540.88 6683.464.4. INSTALATII SANITARE INTERIOARE 3,543.07 801.60 850.34 4,393.41 993.984.5. RETEA DE ALIMENTARE CU APA POTABILA 1,041.53 235.64 249.97 1,291.50 292.194.6. RETEA DE CANALIZARE APE UZATE MENAJERE 9,875.54 2234.29 2370.13 12,245.67 2770.514.8. INSTALATII TERMICE 15,919.41 3601.68 3820.66 19,740.07 4466.08
TOTAL I.: 270,265.52 61146.04 64863.72 335,129.24 75821.10II. Montaj
TOTAL II.:III. Procurare
5. Utilaje, echipamente tehnologice si functionale cu montaj5.1. UTILAJE INSTALATII TERMICE 603.93 136.63 144.94 748.87 169.436. DOTARI 0.00 0.00 0.00 0.00 0.00
TOTAL III.: 603.93 136.63 144.94 748.87 169.43
TOTAL: 270,869.44 61282.68 65008.67 335,878.11 75990.52
Intocmit ing. Laszlo Sandor
NR. CRT.

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Confidential 04/22/2023 Page 3

PROIECT NR.02/2009, FAZA D.T.A.C.+P.Th. VOL.VII - LISTA DE CANTITATIREPARATII CAPITALE SI MODERNIZARE SUBSTATIE BARAOLT
Brasov, str. Lalelelor, nr.8, bl.8, sc.B, ap.12, tel.:0740/016.645,0788/180.814; [email protected], www.arenadesign.ro, RO 18420058, J08/433/2006, BRD BRASOV COD IBAN RO 69 BRDE 080 SV 28666900800, Capital Social 200 RON
SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
1 C007B1 Imprejmuire din sarma cu rame de otel pe stalpi metalic h=2,05 ml 0.00 77.00 0.00material: 60.00 0.00manopera: 10.00 0.00utilaj: 4.00 0.00transport: 3.00 0.00
2 EF03A1 Tablou electric organizare de santier buc 0.00 550.00 0.00material: 400.00 0.00manopera: 150.00 0.00utilaj: 0.00 0.00transport: 0.00 0.00
3 NI1 Inchiriat baraci metalica pentru muncitori, birou si materiale buc 0.00 750.00 0.00material: 0.00 0.00manopera: 50.00 0.00utilaj: 600.00 0.00transport: 100.00 0.00
TOTAL LUCRARI 0.00total material 0.00
total manopera 0.00total utilaj 0.00
total transport 0.00
CAS 15.80% 0Sanatate 5.20% 0
Somaj 0.50% 0Fond de risc 0.28% 0
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: ORGANIZARE DE SANTIER

PROIECT NR.02/2009, FAZA D.T.A.C.+P.Th. VOL.VII - LISTA DE CANTITATIREPARATII CAPITALE SI MODERNIZARE SUBSTATIE BARAOLT
Brasov, str. Lalelelor, nr.8, bl.8, sc.B, ap.12, tel.:0740/016.645,0788/180.814; [email protected], www.arenadesign.ro, RO 18420058, J08/433/2006, BRD BRASOV COD IBAN RO 69 BRDE 080 SV 28666900800, Capital Social 200 RON
Fond de garantare 0.25% 0Concedii si indemnizatii 0.85% 0
TOTAL CHELTUIELI DIRECTE 0.00total material 0.00
total manopera 0.00total utilaj 0.00
total transport 0.00total contributii bugetul de stat 0
Cheltuieli indirecte 10.00% 0.00Profit 5.00% 0.00
TVA 24.00% 0.00
TOTAL cu TVA 0.00

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5ObiectulStadiul fizic
1 TSC01A1 100 mp 2.50 8.38 20.99material: 0.00 0.00manopera: 0.00 0.00utilaj: 8.38 20.99transport: 0.00 0.00
2 TSC03A1 100 mc 0.52 157.00 80.86material: 0.00 0.00manopera: 0.00 0.00utilaj: 157.00 80.86transport: 0.00 0.00
3 TSA04D1 mc 25.00 33.20 830.00material: 0.00 0.00manopera: 33.20 830.00utilaj: 0.00 0.00transport: 0.00 0.00
4 TSF01A1 mp 6.00 8.02 48.12material: 2.92 17.52manopera: 5.10 30.60utilaj: 0.00 0.00transport: 0.00 0.00
5 CB02A mp 358.60 12.00 4,303.20material: 0.00 0.00manopera: 12.00 4,303.20utilaj: 0.00 0.00transport: 0.00 0.00
6 CA02D1 mc 51.50 30.49 1,570.24material: 0.20 10.30manopera: 28.41 1,463.12
NR.
CRT.
Pret unitar
(exclusiv TVA)
-lei-
Total
(exclusiv TVA)
-lei-
Scarificarea mecanica a terenului,cu : buldozer pe senile (Scarificator) 81-180 cp pe adancimea de 30 cm teren catg 3;
Sapatura mecanica cu excavatorul de 0.40-0.70 mc,cu motor cu ardere interna si comanda hidraulica,in : pamant cu umiditate naturala descarcare in depozit teren catg 1 ;
Sapatura manuala de pamant in spatii limitate,avand sub 1 m latime si maximum 4.50 m adancime,executata cu sprijiniri,cu evacuare manuala,la fundatii,canale,drumuri etc in pamant cu umiditate naturala adancimea sapaturii 0-1,5 m teren foarte tare ;
Sprijiniri de maluri,cu dulapi de fag asezati orizontal,la sapaturi executate in spatii largi si adancimea sapaturii de 0.00-2 m,intre dulapi 0.00-0.20 m pamant cu umiditate naturala descarcare in depozit teren catg 1 ;
Cofraje din panouri refolosibile cu astereală din scândură, scurte şi subscurte pentru turnarea betonului în fundaţii continue, cuzineţi, fundaţii-pahar, fundaţii utilaje, inclusiv sprijinirile. ;
Turnarea betonului in elementele construcţiilor, în fundaţii continue sau izolate, radiere, elevatii, grinzi fundare si radier cu grosime si dimensiuni variabile ;

6 CA02D1 mc
utilaj: 1.88 96.82transport: 0.00 0.00
7 +2100945 Beton de ciment B 150 stas 3622 mc 51.50 205.00 10,557.50
8 CA02J1 mc 37.56 31.15 1169.99material: 0.60 22.54manopera: 29.30 1100.51utilaj: 1.25 46.95transport: 0.00 0.00
9 +2100969 Beton de ciment B 200 stas 3622 mc 37.15 205.00 7615.75
10 to 195.93 7.50 1469.48material: 0.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 7.50 1469.48
11 DA06A1 mc 62.61 8.26 517.16material: 0.46 28.80manopera: 4.40 275.484utilaj: 3.40 212.874transport: 0.00 0.00
12 TSD04A1 mc 62.61 8.73 546.59material: 0.20 12.52manopera: 8.53 534.06utilaj: 0.00 0.00transport: 0.00 0.00
13 TSC35A1 mc 51.50 15.00 772.5material: 0.00 0.00manopera: 0.00 0.00utilaj: 15.00 772.50transport: 0.00 0.00
14 Transportul rutier al pamantului sau molozului cu autobasculanta dist=15km mc 51.50 2.00 103.00material: 0.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 2.00 103.00
15 mc 33.00 8.20 270.60material: 0.20 6.60
Turnarea betonului in elementele construcţiilor, în fundaţii continue sau izolate, radiere, elevatii, grinzi fundare si radier cu grosime si dimensiuni variabile ;
Turnarea betonului armat in elementele construcţiilor,la plăca de 10 cm si 15 cm pentru garaj si corp administrativ
TRA06 A15
Transportul rutier al betonului-mortarului cu autobetoniera de 5,5mc dist. =50km ;
Strat de agregate naturale cilindrate, avand functia de rezidenta filtranta, izolatoare, antigeliva si anticapilara, cu asternere manuala;
Compactarea cu maiul de mana a umpluturilor executate in sapaturi orizontale sau inclinate la 1/4,inclusiv udarea fiecarui strat de pamant in parte,avand : 10 cm grosime pamant necoeziv ;
Excavat,transport,cu incarcator frontal,la distante de : incarcare in autovehicul cu incarcator frontal pe senile de 0.5-0.99 mc ;
TRA01 A15P
RPCA06A1
Umpluturi de pământ,executate in straturi orizontale de 20-30 cm grosime, udată şi batută bine cu maiul de mână şi în cantităţi până la 20 mc, la un punct de lucru ;

15 mc
manopera: 8.00 264.00utilaj: 0.00 0.00transport: 0.00 0.00
16 Pompa hidraulica de beton cu 100m conducta desipeste40mc/h ; ore 8.00 150.00 1,200.00material: 0.00 0.00manopera: 0.00 0.00utilaj: 150.00 1,200.00transport: 0.00 0.00
17 IZK03C Ecrane termoizolante din foi de polietilena (Folie PVC) ; mp 250.44 2.20 550.97material: 0.10 25.04manopera: 2.10 525.92utilaj: 0.00 0.00transport: 0.00 0.00
18 Procurare ecrane termoizolante din foi de polietilena mp 250.44 9.00 2,253.96
19 2200379 Balast sortat spalat de mal 0-70 mm mc 62.61 25.00 1565.25
20 2904822 Dulap rasinos tivit cls B gr. = 48 mm L = 3,50 M s 942 ; mc 2.00 500.00 1,000.00
22 5886772 Cuie cu cap conic tip a1 1,8 x 40 OL 34 s 2111 ; kg 20.00 4.00 80.00
23 IZF04F mp 100.00 0.95 95.00material: 0.15 15.00manopera: 0.60 60.00utilaj: 0.20 20.00transport: 0.00 0.00
24 20018702 Membrana bituminoasa PA4 mp 100.00 9.00 900.00
31 CC01C2 Montare armatura la pardoseala kg 180.00 0.70 126.00material: 0.00 0.00manopera: 0.70 126.00utilaj: 0.00 0.00transport: 0.00 0.00
32 NIR1 Plasa STNB Ø4 cu ochi de 200x 200 , material, manopera, transport incluse kg 180.00 6.00 1080.00material: 3.00 540.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 1.00 180.00
33 IZF04F Executat hidroizolatie la fundatie mp 100.00 21.01 2,101.00material: 12.00 1,200.00manopera: 9.00 900.00
RPCA06A1
Umpluturi de pământ,executate in straturi orizontale de 20-30 cm grosime, udată şi batută bine cu maiul de mână şi în cantităţi până la 20 mc, la un punct de lucru ;
AUT3337A1
+200187 02
Strat hidroizolant executat la cald la fundaţii şi radiere, în terenuri fără ape freatice,cu membrana bituminoasa

33 IZF04F Executat hidroizolatie la fundatie mp
utilaj: 0.01 1.00transport: 0.00 0.00
TOTAL LUCRARI 40,468.14total material 25,850.78
total manopera 10,412.89total utilaj 2,451.99
total transport 1,752.48
CAS 15.80% 1645.24Sanatate 5.20% 541.47
Somaj 0.50% 52.06Fond de risc 0.28% 29.16
Fond de garantare 0.25% 26.03Concedii si indemnizatii 0.85% 88.51
TOTAL CHELTUIELI DIRECTE 42,850.61total material 25,850.78
total manopera 10,412.89total utilaj 2,451.99
total transport 1,752.48total contributii bugetul de stat 2,382.47
Cheltuieli indirecte 10.00% 4285.06Profit 5.00% 2356.78
TVA 24.00% 11878.19
TOTAL cu TVA 61,370.64

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5ObiectulStadiul fizic
1 CB02C# mp 53.07 12.41 658.64material: 0.61 32.37manopera: 11.80 626.26utilaj: 0.00 0.00transport: 0.00 0.00
2 +2904822 Dulap rasinos tivit cls B gr. = 48 mm L = 3,50 M s 942 ; mc 1.00 500.00 500.00
3 +5886772 Cuie cu cap conic tip a1 1,8 x 40 OL 34 s 2111 ; kg 20.00 4.00 80.004 +2903830 Scindura rasin lunga tiv cls C gR = 24mm L = 3,00m s 942 mc 12.00 400.00 4,800.00
5 CA02C1 Turnarea betonului armat in elementele construcţiilor mc 32.29 36.49 1,178.26material: 0.20 6.46manopera: 34.41 1,111.10utilaj: 1.88 60.71transport: 0.00 0.00
6 +2100969 Beton de ciment B 250 stas 3622 ; mc 32.29 205.00 6619.45
7 to 80.74 7.50 605.55material: 0.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 7.50 605.55
8 Pompa hidraulica de beton cu 100m conducta desipeste40mc/h ; ore 4.00 150.00 600.00material: 0.00 0.00manopera: 0.00 0.00utilaj: 150.00 600.00transport: 0.00 0.00
9 CB44A1 Susţineri cu popi metalici extensibili tip PE 3100 R buc 36.00 28.88 1,039.68material: 0.21 7.56manopera: 24.41 878.76utilaj: 4.26 153.36
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Cofraje din panouri refolosibile, cu astereala din scanduri de rasinoase scurte si subscurte pentru turnarea betonului in placi, grinzi, stalpi, boiandrugi etc;
TRA06 A15
Transportul rutier al betonului-mortarului cu autobetoniera de 5,5mc dist. =50km
AUT3337A1

9 CB44A1 Susţineri cu popi metalici extensibili tip PE 3100 R buc
transport: 0.00 0.00
10 IZF10C mp 100.00 5.89 589.00material: 4.27 427.00manopera: 1.60 160.00utilaj: 0.02 2.00transport: 0.00 0.00
11 +2602380 Placa polistiren extrudat 30 mm grosime mp 100.00 11.00 1100.00
12 CG01D1 mc 7.00 3.89 27.23material: 0.00 0.00manopera: 3.72 26.04utilaj: 0.17 1.19transport: 0.00 0.00
13 Sapa flotanta, 5 cm grosime mc 7.00 200.00 1400.00
14 to 18.00 7.50 135.00material: 0.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 7.50 135.00
15 CD04E5B mc 87.23 173.90 15,169.30material: 170.00 14,829.10manopera: 1.80 157.01utilaj: 2.10 183.18transport: 0.00 0.00
16 2101198 Mortar pentru tencuiala M 25 - z mc 10 265.00 2650
17 to 10.00 36.49 364.90material: 0.20 2.00manopera: 34.41 344.10utilaj: 1.88 18.80transport: 0.00 0.00
18 to 10.00 6.39 63.90material: 0.00 0.00manopera: 6.39 63.90utilaj: 0.00 0.00transport: 0.00 0.00
19 CE17B1 Şarpantă din lemn la acoperişuri simple pe scaune la invelitori grele mp 263.87 23.01 6,071.65material: 12.19 3,216.58
Strat termoizolator pentru cota 0,00 din plăci din polistiren extrudat având grosimea de30 mm
Strat suport pentru pardoseli executate din mortar de ciment marca M 100-T de 5 cm grosime, cu suprafaţa fin drişcuită ;
+20012948TRA06
A15Transportul rutier al betonului-mortarului cu autobetoniera de 5,5mc dist. =50km
Zidarie de caramida cu goluri verticale tip g.v.p.290X240X188MM cal. 1, cu mortar m25-z preparat pe santier cu malaxorul, la cladiri cu inaltimea pana la 35 m
TRA06 A15
Transportul rutier al betonului-mortarului cu autobetoniera de 5,5mc dist. =50km
TRB02 B14
Transportul materialelor cu tomberon inc aruncare desc rasturnare grupa 1-3 distanta 40m

19 CE17B1 Şarpantă din lemn la acoperişuri simple pe scaune la invelitori grele mp
manopera: 10.31 2,720.50utilaj: 0.51 134.57transport: 0.00 0.00
20 +2900668 Lemn rot cons rur nec brad l min 1m D sub min18cm s4342 mc 5.67 400.00 2,268.00
21 CN15D1 mp 300.00 5.78 1,734.00material: 2.57 771.00manopera: 2.70 810.00utilaj: 0.51 153.00transport: 0.00 0.00
22 IZF10H1 Izolatie vata minerala 15 cm intre capriori si grinzi mp 263.87 26.05 6,873.81material: 22.00 5,805.14manopera: 2.60 686.06utilaj: 1.45 382.61transport: 0.00 0.00
23 +5886772 Cuie cu cap conic tip a1 1,8 x 40 OL 34 s 2111 ; kg 25.00 16.00 400.00
24 CC02C1 kg 250.00 3.80 950.00material: 2.70 675.00manopera: 0.70 175.00utilaj: 0.00 0.00transport: 0.40 100.00
TOTAL LUCRARI 55,878.37total material 45,589.66
total manopera 7,758.74total utilaj 1,689.42
total transport 840.55
CAS 15.80% 1225.88Sanatate 5.20% 403.45
Somaj 0.50% 38.79Fond de risc 0.28% 21.72
Fond de garantare 0.25% 19.40Concedii si indemnizatii 0.85% 65.95
TOTAL CHELTUIELI DIRECTE 57,653.57total material 45,589.66
Vopsirea lemnăriei cu soluţii speciale solutii speciale, cu vopsele antiseptice, hidrofuge pe lemn impregnat
Montare armatura la constructii H<35 m in stalpi,centuri si placa cu distantieri din plastic

total manopera 7,758.74total utilaj 1,689.42
total transport 840.55total contributii bugetul de stat 1,775.20
Cheltuieli indirecte 10.00% 5765.36Profit 5.00% 3170.95
TVA 24.00% 15981.57
TOTAL cu TVA 82,571.44

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
1 CFD1A1 mp 358.24 11.00 3,940.59material: 1.79 641.24manopera: 9.13 3,270.69utilaj: 0.08 28.66transport: 0.00 0.00
2 +2101198 Mortar pentru tencuiala M 25 - T mc 17.91 265.00 4,746.42
3 TRA06 A15 to 35.82 7.50 268.65material: 0.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 7.50 268.65
4 TRB02 B14 to 35.82 6.39 228.89material: 0.00 0.00manopera: 6.39 228.89utilaj: 0.00 0.00transport: 0.00 0.00
5 CF08B [1] mp 358.24 10.12 3,625.39material: 5.21 1,866.43manopera: 4.90 1,755.38utilaj: 0.01 3.58transport: 0.00 0.00
6 C107A# mp 98.00 53.70 5,262.60material: 6.77 663.46manopera: 46.80 4,586.40utilaj: 0.13 12.74transport: 0.00 0.00
7 +7318706 Distantieri de rost din PVC pentru placaje model m1 buc 900.00 0.05 40.50
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: ARHITECTURA INTERIOARA
Tencuieli interioare driscuite la pereti si stalpi la pereţi şi stâlpi, executate manual, pe suprafeţe de zidărie de cărămidă, cu mortar de var-ciment marca M10-T în grosime medie de 2 cm, inclusiv schela pe capre;
Transportul rutier al betonului-mortarului cu autobetoniera de 5,5mc dist. =15km
Transportul materialelor cu tomberon inc aruncare desc rasturnare grupa 1-3 distanta 40m
Glet aplicat manual pe tencuieli interioare driscuite sau pe suprafetele elementelor de beton, exclusiv schela de ipsos executat cu pasta de ipsos la pereti, stalpi si tavane
Placaje din faianta smaltuita sau nesmaltuita, mata sau lucioasa, executate pe suprafete plane la pereti, stalpi si grinzi, inclusiv glafurile, cu rosturi alternante si rostuirea cu chit in incaperi cu suprafata mai mare de 10 mp la constructii

8 +20019387 Adeziv placare ceramică AG 651 CLASSIC kg 200.00 1.10 220.00
9 +2401651 Faianta decorativa mapisa 28x21 cm. benisa mp 100.00 27.00 2,700.00
10 CG11A1 Pardoseli din plăci din gresie ceramică MONTARE GRESIE mp 100.00 27.91 2,791.00material: 16.94 1,694.00manopera: 10.80 1,080.00utilaj: 0.17 17.00transport: 0.00 0.00
11 +2422197 Placa gresie glz.netede alb s 50x 50x 6 C1 lipit mp 90.00 25.00 2,250.00
12 CG36A1 mp 50.00 40.00 2,000.00material: 25.00 1,250.00manopera: 15.00 750.00utilaj: 0.00 0.00transport: 0.00 0.00
13 NIA1 Panouri gipscarton 9 mm la tavane pe suport propriu metalic mp 0.00 39.00 0.00material: 23.00 0.00manopera: 15.00 0.00utilaj: 1.00 0.00transport: 0.00 0.00
14 NIA2 Panouri gipscarton verde 12.5 mm la pereti montat pe suport propriu metalic mp 0.00 39.00 0.00material: 23.00 0.00manopera: 15.00 0.00utilaj: 1.00 0.00transport: 0.00 0.00
15 IZF10H1 Termoizolatie cu vata minerala semirigida 10 cm la pereti din gipscarton mp 0.00 20.35 0.00material: 16.30 0.00manopera: 2.60 0.00utilaj: 1.45 0.00transport: 0.00 0.00
16 CN02A+ mp 358.24 4.21 1,508.17material: 1.71 612.58manopera: 2.50 895.59utilaj: 0.00 0.00transport: 0.00 0.00
17 CF08B#[1] Glet aplicat manual pentru reparatii la pereti-tavane din gipscarton mp 0.00 5.12 0.00material: 2.21 0.00
Pardoseli din panouri de parchjet laminat pentru trafic greu montat pe suporturi elastice (folie polimerica cu bule de aer), panourile din parchet laminat fiind fixate cu sistem click
Vopsitorii interioare cu vopsea lavabila pentru interior, aplicate manual (stratul 1 diluat cu 10% apa si stratul 2, nediluat), aplicate pe suprafete noi mai putin absorbante

17 CF08B#[1] Glet aplicat manual pentru reparatii la pereti-tavane din gipscarton mp
manopera: 2.90 0.00utilaj: 0.01 0.00transport: 0.00 0.00
18 7400158 Balustrada ml 12.00 125.00 1,500.00
TOTAL LUCRARI 31082.19795total material 18,184.63
total manopera 12,566.94total utilaj 61.98
total transport 268.65
CAS 15.80% 1985.58Sanatate 5.20% 653.48
Somaj 0.50% 62.83Fond de risc 0.28% 35.19
Fond de garantare 0.25% 31.42Concedii si indemnizatii 0.85% 106.82
TOTAL CHELTUIELI DIRECTE 33,957.51total material 18,184.63
total manopera 12,566.94total utilaj 61.98
total transport 268.65total contributii bugetul de stat 2,875.32
Cheltuieli indirecte 10.00% 3395.75Profit 5.00% 1867.66
TVA 24.00% 9413.02
TOTAL cu TVA 48,633.95

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5ObiectulStadiul fizic
1 IZF70A+ Sistem de termoizolatie la pereti exteriori mp 142.91 27.20 3,887.02material: 19.00 2,715.20manopera: 8.00 1,143.24utilaj: 0.20 28.58transport: 0.00 0.00
2 +20018740 Dibluri plastic - 200 mm buc 500.00 0.29 145.00
3 +20019196 Polistiren expandat min.120kPa, _150mm mp 142.91 22.00 3,144.02
4 +20018737 Plasa din fibra de sticla 145g/m²; mp 142.91 1.35 192.93
5 +7301 Malaxor cu ax vertical ore 2.00 8.52 17.04
6 mp 142.91 29.00 4,144.39material: 26.00 3,715.66manopera: 3.00 428.73utilaj: 0.00 0.00transport: 0.00 0.00
7 CE19A1 ml 80.00 2.35 188.00material: 0.40 32.00manopera: 1.90 152.00utilaj: 0.05 4.00transport: 0.00 0.00
8 +2903830 Scindura rasin lunga tiv cls C gR = 24mm L = 3,00m s 942 mc 3.00 500.00 1,500.00
9 CE07A# mp 263.87 14.68 3,873.61material: 3.38 891.88manopera: 11.25 2,968.54utilaj: 0.05 13.19transport: 0.00 0.00
10 + 3646081 Tabla plana subtire din otel Zn la cald 0,6 mm mp 50.00 20.00 1,000.00
11 +2600460 Folie pentru hidroizolatii subteran 1400 x 1,2 mm mp 263.87 6.00 1,583.22
12 +6312362 Agrafa pentru invelitori tabla kg 10.00 6.00 60.00
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
CF47A01 Asim.
Tencuiala decorativa si tencuiala driscuita pe polistiren, aplicata manual pe suprafete fara absorbtie sau cu absorbtie redusa+montare si demontare schela metalica la fatada
Păzii şi streşini pazii la streasina sau frontoane din scinduri geluite simplu
Invelitori din placi din tabla amprentata (tip tigla) pentru invelitorile acoperisurilor

13 CE20A# Sisteme de jgheaburi din tabla protejata anticorosiv ml 80.00 18.05 1,444.00material: 15.00 1,200.00manopera: 3.00 240.00utilaj: 0.05 4.00transport: 0.00 0.00
14 +5817604 Surub cap hexagon semiprecis M8 buc 1,000.00 0.10 100.00
15 +7110051 Piesa de legatura jgheab buc 10.00 11.00 110.00
16 +7110001 Jgheab ml 80.00 12.00 960
17 CE22A# Sisteme de burlane din tabla protejata anticorosiv ml 12.00 21.05 252.60material: 18.00 216.00manopera: 3.00 36.00utilaj: 0.05 0.60transport: 0.00 0.00
18 +7110016 Burlan ml 12.00 11.00 132.00
19 NIA1 Placari cu piatra naturala la soclu mp 40.00 48.10 1,924.00material: 18.00 720.00manopera: 30.00 1,200.00utilaj: 0.05 2.00transport: 0.05 2.00
20 NIA2 buc 1.00 19750.00 19,750.00material: 17000.00 17,000.00manopera: 2500.00 2,500.00utilaj: 100.00 100.00transport: 150.00 150.00
TOTAL LUCRARI 44407.8261total material 35,434.94
total manopera 8,668.51total utilaj 152.37
total transport 152.00
CAS 15.80% 1369.62Sanatate 5.20% 450.76
Somaj 0.50% 43.34Fond de risc 0.28% 24.27
Fond de garantare 0.25% 21.67
Tablou de tamplarie conf. detaliu proiect inclusiv glafuri interioare si exterioare la ferestre inclusiv panoul de informare

Concedii si indemnizatii 0.85% 73.68
TOTAL CHELTUIELI DIRECTE 46,391.18total material 35,434.94
total manopera 8,668.51total utilaj 152.37
total transport 152.00total contributii bugetul de stat 1,983.35
Cheltuieli indirecte 10.00% 4639.12Profit 5.00% 2551.51
TVA 24.00% 12859.64
TOTAL cu TVA 66,441.45

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
1 SA09C1 Teava polipropilena cu fibra compozita avand D=20 mm m 10.00 8.74 87.40material: 5.09 50.90manopera: 3.65 36.50utilaj: 0.00 0.00transport: 0.00 0.00
2 SA09D1 Teava polipropilena cu fibra compozita avand D=25 mm m 5.00 9.18 45.90material: 5.09 25.45manopera: 4.09 20.45utilaj: 0.00 0.00transport: 0.00 0.00
3 SA10C1 Teava polipropilena cu fibra compozita avand D=32 mm m 25.00 9.26 231.50material: 5.09 127.25manopera: 4.17 104.25utilaj: 0.00 0.00transport: 0.00 0.00
4 SF02A1 m 100.00 1.70 170.00material: 0.00 0.00manopera: 1.70 170.00utilaj: 0.00 0.00transport: 0.00 0.00
5 SC07A1 buc 3.00 18.67 56.01material: 2.07 6.21manopera: 16.60 49.80utilaj: 0.00 0.00transport: 0.00 0.00
5.1 Lavoar portelan f spatar l 2-600 mm alb C1 s 1540 buc 1.00 80.00 80.00
5.2 Consola cu un brat emailata 420 mm cal. 1 s3343 buc 1.00 9.00 9.00
6 SC19B1 Sifon din fonta sau teava de alama pentru lavoar de portelan sanitar buc 3.00 10.73 32.19
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: INSTALATII SANITARE INTERIOARE
Efectuare proba de etanseitate la presiune a instalatiei interioare de apa, executate cu tevi ppr, inclusiv armaturile
Lavoar din portelan sanitar, montat pe console fixate cu dibluri de lemn pe zid de caramida
.+244228
8.
+4203478

6 SC19B1 Sifon din fonta sau teava de alama pentru lavoar de portelan sanitar bucmaterial: 1.73 5.19manopera: 9.00 27.00utilaj: 0.00 0.00transport: 0.00 0.00
6.1 Sifon uz general racord reglabil din alama 411 D=1 1/2 buc 1.00 19.33 19.33
7 SD06A1 Baterie amestecatoare, stativa, pentru lavoar avand D=1/2 toli buc 3.00 24.30 72.90material: 8.10 24.30manopera: 16.20 48.60utilaj: 0.00 0.00transport: 0.00 0.00
7.1 Baterie monocomanda lavoar buc 1.00 50.00 50.00
8 SC25A1 Etajera din portelan sanitar tip buc 3.00 5.32 15.96material: 0.22 0.66manopera: 5.10 15.30utilaj: 0.00 0.00transport: 0.00 0.00
8.1 Etajera portelan tip e2.30 alb c.1 ni 716 buc 1.00 25.00 25.00
9 SC26A2 Oglinda sanitara semicristal cu margini slefuite cu dimensiunile 500x600mm buc 4.00 47.77 191.08material: 37.97 151.88manopera: 9.80 39.20utilaj: 0.00 0.00transport: 0.00 0.00
10 SC31A1 Ventil de scurgere tip buc 3.00 3.24 9.72material: 1.04 3.12manopera: 2.20 6.60utilaj: 0.00 0.00transport: 0.00 0.00
10.1 Ventil scurgere lavoar.spalator 1 1/4 cu racord s9610 buc 1.00 9.00 9.00
11 SD06A1 Baterie amestecatoare, stativa, pentru lavoar avand D=1/2 toli buc 1.00 24.30 24.30material: 8.10 8.10manopera: 16.20 16.20utilaj: 0.00 0.00transport: 0.00 0.00
11.1 Baterie amestecatoare spalator alama t.flx.jet.perl.1/2 s8732 buc 1.00 50.00 50.00
12 SC19B1 Sifon din fonta sau teava de alama pentru cada de dus buc 2.00 10.73 21.46material: 1.73 3.46
.+420314
3
.+420140
6
.+245148
5
.+420334
9
.+420146
8

12 SC19B1 Sifon din fonta sau teava de alama pentru cada de dus buc
manopera: 9.00 18.00utilaj: 0.00 0.00transport: 0.00 0.00
12.1 Sifon uz general racord reglabil din alama 411 D=1 1/2 buc 1.00 19.33 19.33
13 SC38A2 buc 3.00 241.64 724.92material: 196.64 589.92manopera: 45.00 135.00utilaj: 0.00 0.00transport: 0.00 0.00
13.1 Vas closet col2-a portelan alb c.1 s 2066 buc 3.00 80.00 240.00
14 SC30A3 Suport pentru hartie calitatea 1 (porthartie) din portelan sanitar, hi 2 buc 3.00 19.29 57.87material: 15.19 45.57manopera: 4.10 12.30utilaj: 0.00 0.00transport: 0.00 0.00
15 SD13A1 Robinet de trecere cu ventil si mufe, pentru tevi ppr cu d=1/2" buc 4.00 3.39 13.56material: 0.49 1.96manopera: 2.90 11.60utilaj: 0.00 0.00transport: 0.00 0.00
15.1 Robinet de trecere cu sfera pentru apa tip fi-fi cu d=1/2" buc 2.00 20.00 40.00
16 SD13B1 Robinet de trecere cu ventil si mufe, pentru tevi otel cu d=3/4" buc 2.00 3.39 6.78material: 0.49 0.98manopera: 2.90 5.80utilaj: 0.00 0.00transport: 0.00 0.00
16.1 Robinet de trecere cu sfera pentru apa tip fi-fi cu d=3/4" buc 2.00 3.39 6.78
17 SD13C1 Robinet de trecere cu ventil si mufe, pentru tevi otel cu d=1" buc 1.00 3.39 3.39material: 0.49 0.49manopera: 2.90 2.90utilaj: 0.00 0.00transport: 0.00 0.00
17.1 Filtru magnetic 3/4" buc 1.00 2.90 2.90material: 0.00 0.00manopera: 2.90 2.90utilaj: 0.00 0.00
.+420314
3Instalatie pentru closet completa, din semiportelan sau portelan sanitar si rezervor de 12 litrii
.+244275
7
.+420440
9
.+420441
6
SD13B1 [1]

17.1 Filtru magnetic 3/4" buc
transport: 0.00 0.00
17.2 Filtru magnetic 3/4" buc 1.00 19.30 19.30
18 Clapeta de retinere 3/4" buc 1.00 2.90 2.90material: 0.00 0.00manopera: 2.90 2.90utilaj: 0.00 0.00transport: 0.00 0.00
18.1 Clapeta de retinere 3/4" buc 1.00 150.00 150.00
19 Filtru y 3/4" buc 1.00 2.90 2.90material: 0.00 0.00manopera: 2.90 2.90utilaj: 0.00 0.00transport: 0.00 0.00
19.1 Filtru y 3/4" buc 1.00 25.00 25.00
20 SB08A# m 6.00 2.05 12.30material: 0.05 0.30manopera: 2.00 12.00utilaj: 0.00 0.00transport: 0.00 0.00
20.1 Tub 2 mufe polipropilena ingnifugata, d=32 mm si L=1000 mm buc 6.00 5.99 35.94
21 SB08B# m 6.00 2.25 13.50material: 0.05 0.30manopera: 2.20 13.20utilaj: 0.00 0.00transport: 0.00 0.00
21.1 Tub 2 mufe polipropilena ingnifugata, d=40 mm si L=1000 mm buc 6.00 3.95 23.70
22 SB08C# m 6.00 2.56 15.36material: 0.06 0.36manopera: 2.50 15.00utilaj: 0.00 0.00transport: 0.00 0.00
22.1 Tub 2 mufe polipropilena ingnifugata, d=50 mm si L=1000 mm buc 6.00 5.99 35.94
23 SB12B# m 4.00 3.50 14.00material: 0.20 0.80manopera: 3.30 13.20utilaj: 0.00 0.00
SD13B1 [1]
.+200161
63SD13B1
[2]
.+materi
alSD13B1
[3]
.+materi
alTeava pe,pp,pp-r pentru canal, imbinata cu garnitura de cauciuc, montare aparent sau ingropat sub pardoseala, d=32 mm
.+672018
5Teava pe,pp,pp-r pentru canal, imbinata cu garnitura de cauciuc, montare aparent sau ingropat sub pardoseala, d=40 mm
.+672016
2Teava pe,pp,pp-r pentru canal, imbinata cu garnitura de cauciuc, montare aparent sau ingropat sub pardoseala, d=50 mm
.+672019
7Teava material plastic (pe, pp, pp-r si similare) pentru canalizare, imbinata prin sudura cap la cap, d=110-125 mm

23 SB12B# m
transport: 0.00 0.00
23.1 Tub fara mufa polipropilena ignifugata d=110 mm m 4.00 9.77 39.08
23.2 .+3000 Aparat de sudura tip "coprax" 2204/50hz/700 w sau similar ora 0.26 35.17 9.14
23 SB21C1 buc 1.00 10.97 10.97material: 4.87 4.87manopera: 6.10 6.10utilaj: 0.00 0.00transport: 0.00 0.00
24 SB19C1 Ramificatii simple pvc-u pentru canalizare cu imbinare prin lipire si d=110mm buc 1.00 9.28 9.28material: 0.98 0.98manopera: 8.30 8.30utilaj: 0.00 0.00transport: 0.00 0.00
24.1 Ramificatie simpla pvc-u 45 grade 110-110 nii 2167 buc 3.00 5.99 17.97
25 SB19C1 Ramificatii simple pvc-u pentru canalizare cu imbinare prin lipire si d=110mm buc 7.00 9.28 64.96material: 0.98 6.86manopera: 8.30 58.10utilaj: 0.00 0.00transport: 0.00 0.00
25.1 Ramificatie simpla pvc-u 45 grade 110-50 nii 2167 buc 7.00 3.00 21.00
26 VC22A1 kg 3.00 3.20 9.60material: 2.70 8.10manopera: 0.50 1.50utilaj: 0.00 0.00transport: 0.00 0.00
27 SB44B1 Sifon de pardoseala din fonta emailata avand d=50 mm, simplu buc 1.00 20.81 20.81material: 12.51 12.51manopera: 8.30 8.30utilaj: 0.00 0.00transport: 0.00 0.00
TOTAL LUCRARI 2869.9342total material 2,006.03
total manopera 863.90total utilaj 0.00
total transport 0.00
Teava material plastic (pe, pp, pp-r si similare) pentru canalizare, imbinata prin sudura cap la cap, d=110-125 mm
.+672018
2 Piesa de curatare pvc-u, pentru canalizare, cu imbinare prin lipire avand d=110 mm
.+671286
3
.+671284
9Dispozitiv sustinere ancor pentru aparat, canale piese speciale gata confectionate din otel prof. greut pe buc sub 5 kg

CAS 15.80% 136.50Sanatate 5.20% 44.92
Somaj 0.50% 4.32Fond de risc 0.28% 2.42
Fond de garantare 0.25% 2.16Concedii si indemnizatii 0.85% 7.34
TOTAL CHELTUIELI DIRECTE 3,067.59total material 2,006.03
total manopera 863.90total utilaj 0.00
total transport 0.00total contributii bugetul de stat 197.66
Cheltuieli indirecte 10.00% 306.76Profit 5.00% 168.72
TVA 24.00% 850.34
TOTAL cu TVA 4,393.41

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5
Obiectul
1. TERASAMENTE
1 TSA04C1 mc 8.00 26.40 211.20
material: 0.00 0.00
manopera: 26.40 211.20
utilaj: 0.00 0.00
transport: 0.00 0.00
2 TSD01A1 mc 8.00 1.83 14.64
material: 0.00 0.00
manopera: 1.83 14.64
utilaj: 0.00 0.00
transport: 0.00 0.00
3 TSD04C1 mc 8.00 7.43 59.44
material: 0.20 1.60
manopera: 7.23 57.84
utilaj: 0.00 0.00
transport: 0.00 0.00
4 tona 1.00 7.50 7.50
material: 0.00 0.00
manopera: 0.00 0.00
utilaj: 0.00 0.00
NR.
CRT
.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: INSTALATII SANITARE EXTERIOARE - APA
Sapatura manuala in spatii limitate sub 1,0 m, in pamant 0,00-1,50 m m 11x0,6x1,3
Imprastierea cu lopata a pamantului afanat, strat uniform 10-30 cm grosime cu sfaramaturi, bulgari teren, teren usor
Compactarea cu maiul de mana a umpluturilor executate in sapaturi orizontale sau inclinate la 1/4, inclusiv udarea fiecarui strat de pamanat in parte, avand: 20 cm grosime pamant necoeziv
TRA01A 15P
Transportul rutier al pamantului sau molozului cu autobasculanta distanta = 15 km

4 tona
transport: 7.50 7.50
5 Incarcarea manuala a pamantului tona 1.00 3.15 3.15
material: 0.00 0.00
manopera: 3.15 3.15
utilaj: 0.00 0.00
transport: 0.00 0.00
6 ACE06A1 Sustineri din lemn pentru cabluri sau conducte intalnite in sapatura: grele m 2.00 26.10 52.20
material: 18.20 36.40
manopera: 7.90 15.80
utilaj: 0.00 0.00
transport: 0.00 0.00
7 TSA24A1 ore 1.00 23.51 23.51
material: 0.00 0.00
manopera: 0.00 0.00
utilaj: 23.51 23.51
transport: 0.00 0.00
8 ACE16A1 m 10.00 1.60 16.00
material: 0.00 0.00
manopera: 1.60 16.00
utilaj: 0.00 0.00
transport: 0.00 0.00
9 TSF01A1 mp 25.00 8.02 200.50
material: 2.92 73.00
manopera: 5.10 127.50
utilaj: 0.00 0.00
transport: 0.00 0.00
10 ACE08A1 Umplutura in sant cu nisip mc 0.50 57.35 28.68
material: 51.25 25.63
manopera: 6.10 3.05
TRA01A 15P
Transportul rutier al pamantului sau molozului cu autobasculanta distanta = 15 km
TRI1AA01C1
Epuizarea mecanica a apelor din sapaturi, in teren cu infiltratii puternice de apa, executate cu: motopompa de apa 6,6 - 12 Kw (9-16 CP)
Montarea parapetilor si podetelor metalice de inventar la santuri pentru conducte
Sprijiniri de maluri la conducte , cu dulapi de fag asezati orizontal, la sapaturi executate in spatii limitate, avand latimea de pana la 1,50 m intre maluri, adancimea sapaturii de 0,00 - 2,00 m, interspatii intre dulapi de 0,00-0,20 m

10 ACE08A1 Umplutura in sant cu nisip mc
utilaj: 0.00 0.00
transport: 0.00 0.00
11 TSD13A1 mc 0.50 15.68 7.84
material: 2.00 1.00
manopera: 13.68 6.84
utilaj: 0.00 0.00
transport: 0.00 0.00
2. CORP CONDUCTA ALIMENTARE CU APA
12 Teava din PEID 50 Pn6 sau Pn10 m 12.00 7.00 84.00
13 ACE07C1 Spalarea si dezinfectarea conductelor de alimentre cu apa avand Dn 50 100m 0.12 17.64 2.12
material: 1.94 0.23
manopera: 15.70 1.88
utilaj: 0.00 0.00
transport: 0.00 0.00
14 ACE09F1 buc 3.00 6.93 20.79
material: 0.00 0.00
manopera: 6.93 20.79
utilaj: 0.00 0.00
transport: 0.00 0.00
15 Taierea cu ferastraul a tevilor din PEID, pentru instalatii, diametrul 2-3 inci buc 2.00 3.20 6.40
material: 0.00 0.00
manopera: 3.20 6.40
utilaj: 0.00 0.00
transport: 0.00 0.00
16 SB17D1 Cot din PEID Dn 50 la 90º buc 2.00 21.00 42.00
material: 11.00 22.00
manopera: 10.00 20.00
utilaj: 0.00 0.00
transport: 0.00 0.00
Udarea manuala a straturilor de pamant cu stropitoarea, pentru complectarea umiditatii necesare compactarii, precum si a suprafelor insamantate sau brazduite pentru consolidarea lor, in zona inaccesibila utilajului de udat mecanic de pamant si a suprafetelor insamantate
ACA10A1
Montarea armaturilor cu actionare manuala sau mecanica (robinet vane ventile clap. compens. etc.)
ACC16A1

17 YC01M m 10.00 0.60 6.00
material: 0.50 5.00
manopera: 0.10 1.00
utilaj: 0.00 0.00
transport: 0.00 0.00
TOTAL LUCRARI 785.96total material 248.86
total manopera 506.09total utilaj 23.51
total transport 7.50
CAS 15.80% 79.96Sanatate 5.20% 26.32
Somaj 0.50% 2.53Fond de risc 0.28% 1.42
Fond de garantare 0.25% 1.27Concedii si indemnizatii 0.85% 4.30
TOTAL CHELTUIELI DIRECTE 901.76total material 248.86
total manopera 506.09total utilaj 23.51
total transport 7.50total contributii bugetul de stat 115.79
Cheltuieli indirecte 10.00% 90.18Profit 5.00% 49.60
TVA 24.00% 249.97
TOTAL cu TVA 1,291.50
Grila de semnalizare si avertizare de culoare albastra pentru conducte de apa, latime 0,5 m

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5
Obiectul
1. TERASAMENTE
1 TSA04C1 mc 70.00 26.40 1,848.00
material: 0.00 0.00
manopera: 26.40 1,848.00
utilaj: 0.00 0.00
transport: 0.00 0.00
2 TSD01A1 mc 70.00 1.83 128.10
material: 0.00 0.00
manopera: 1.83 128.10
utilaj: 0.00 0.00
transport: 0.00 0.00
3 TSD04C1 mc 70.00 7.43 520.10
material: 0.20 14.00
manopera: 7.23 506.10
utilaj: 0.00 0.00
transport: 0.00 0.00
4 TSA12C1 mc 30.00 26.40 792.00
material: 0.00 0.00
manopera: 26.40 792.00
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: INSTALATII SANITARE EXTERIOARE - CANAL
Sapatura manuala de pamant in spatii limitate avand sub 1,0 m latime 0,00-1,50 m m 42x1,2x1,5 si maximum 4,50 m adancime, executata cu sprijiniri, cu evacuare manuala, la fundatii, canale, drumuri, etc., in pamant cu umiditate naturala, adancimea sapaturii 0-1,5 m teren tare
Imprastierea cu lopata a pamantului afanat, strat uniform 10-30 cm grosime cu sfaramaturi, bulgari teren, teren usor
Compactarea cu maiul de mana a umpluturilor executate in sapaturi orizontale sau inclinate la 1/4, inclusiv udarea fiecarui strat de pamanat in parte, avand: 20 cm grosime pamant necoeziv
Sapatura in gropi la camine 0,00-1,50m

4 TSA12C1 mc
utilaj: 0.00 0.00
transport: 0.00 0.00
5 tona 70.00 7.50 525.00
material: 0.00 0.00
manopera: 0.00 0.00
utilaj: 0.00 0.00
transport: 7.50 525.00
6 Incarcarea manuala a pamantului tona 70.00 3.15 220.50
material: 0.00 0.00
manopera: 3.15 220.50
utilaj: 0.00 0.00
transport: 0.00 0.00
7 ACE06A1 Sustineri din lemn pentru cabluri si conducte intalnite in sapatura: grele m 10.00 26.10 261.00
material: 18.20 182.00
manopera: 7.90 79.00
utilaj: 0.00 0.00
transport: 0.00 0.00
8 ACE16A1 m 40.00 1.60 64.00
material: 0.00 0.00
manopera: 1.60 64.00
utilaj: 0.00 0.00
transport: 0.00 0.00
9 TSF01A1 mp 110.00 8.02 882.20
material: 2.92 321.20
manopera: 5.10 561.00
utilaj: 0.00 0.00
transport: 0.00 0.00
10 TSF06A1 Sprijiniri de maluri la camine mp 30.00 8.02 240.60
Sapatura in gropi la camine 0,00-1,50m
TRA01A15P
Transportul rutier al pamantului sau molozului cu autobasculanta distanta = 15 km
TRI1AA01C1
Montarea parapetilor si podetelor metalice de inventar la santuri pentru conducte
Sprijiniri de maluri la conducte , cu dulapi de fag asezati orizontal, la sapaturi executate in spatii limitate, avand latimea de pana la 1,50 m intre maluri, adancimea sapaturii de 0,00 - 2,00 m, interspatii intre dulapi de 0,00-0,20 m

10 TSF06A1 Sprijiniri de maluri la camine mp
material: 2.92 87.60
manopera: 5.10 153.00
utilaj: 0.00 0.00
transport: 0.00 0.00
11 ACE08A1 Umplutura in sant cu nisip mc 5.00 57.35 286.75
material: 51.25 256.25
manopera: 6.10 30.50
utilaj: 0.00 0.00
transport: 0.00 0.00
12 TSD13A1 mc 5.00 15.68 78.40
material: 2.00 10.00
manopera: 13.68 68.40
utilaj: 0.00 0.00
transport: 0.00 0.00
2. CORP CONDUCTA CANALIZARE
13 SB16E1 Tub PVC-KG Dn 110 mm m 10.00 22.00 220.00
material: 14.00 140.00
manopera: 8.00 80.00
utilaj: 0.00 0.00
transport: 0.00 0.00
14 Idem Dn 200 mm m 20.00 30.00 600.00
material: 22.00 440.00
manopera: 8.00 160.00
utilaj: 0.00 0.00
transport: 0.00 0.00
3. CAMINE
15 Camin de vizitare STAS 2448-82 (sau din PVC) la conducte cu Dn200 buc 1.00 329.92 329.92
material: 200.00 200.00
Udarea manuala a straturilor de pamant cu stropitoarea, pentru complectarea umiditatii necesare compactarii, precum si a suprafelor insamantate sau brazduite pentru consolidarea lor, in zona inaccesibila utilajului de udat mecanic de pamant si a suprafetelor insamantate
ACC01A1
ACD04A1

15 Camin de vizitare STAS 2448-82 (sau din PVC) la conducte cu Dn200 buc
manopera: 108.95 108.95
utilaj: 20.97 20.97
transport: 0.00 0.00
16 ACD01L1 Capac cu rama STAS 2308-81 pentru piesa suport tip IV carosabil buc 1.00 430.62 430.62
material: 300.70 300.70
manopera: 108.95 108.95
utilaj: 20.97 20.97
transport: 0.00 0.00
4. ECHIPAMENTE SI UTILAJE
17 Microstatie de epurare buc 1.00 8590.00 8,590.00
material: 8200.00 8,200.00
manopera: 270.00 270.00
utilaj: 0.00 0.00
transport: 120.00 120.00
TOTAL LUCRARI 7427.19total material 1951.75
total manopera 4908.50total utilaj 41.94
total transport 525.00
CAS 15.80% 775.54Sanatate 5.20% 255.24
Somaj 0.50% 24.54Fond de risc 0.28% 13.74
Fond de garantare 0.25% 12.27Concedii si indemnizatii 0.85% 41.72
TOTAL CHELTUIELI DIRECTE 8,550.25total material 1,951.75
total manopera 4,908.50total utilaj 41.94
total transport 525.00
ACD04A1

total contributii bugetul de stat 1,123.06
Cheltuieli indirecte 10.00% 855.03Profit 5.00% 470.26
TVA 24.00% 2370.13
TOTAL cu TVA 12,245.67

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
1. CONDUCTE SI ACCESORII1 SA09C1 Panouri radiante tip Heat X sau similar buc 8.00 1700.00 13,600.00
material: 1600.00 12,800.00manopera: 100.00 800.00utilaj: 0.00 0.00transport: 0.00 0.00
TOTAL LUCRARI 13,600.00total material 12,800.00
total manopera 800.00total utilaj 0.00
total transport 0.00
CAS 15.80% 126.40Sanatate 5.20% 41.60
Somaj 0.50% 4.00Fond de risc 0.28% 2.24
Fond de garantare 0.25% 2.00Concedii si indemnizatii 0.85% 6.80
TOTAL CHELTUIELI DIRECTE 13,783.04total material 12,800.00
total manopera 800.00total utilaj 0.00
total transport 0.00total contributii bugetul de stat 183.04
NR.
CRT
.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: INSTALATII TERMICE

Cheltuieli indirecte 10.00% 1378.30Profit 5.00% 758.07
TVA 24.00% 3820.66
TOTAL cu TVA 19,740.07

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5
Obiectul
1 IA05A1 Boiler instant electric buc 1.00 500.00 500.00
material: 400.00 400.00
manopera: 100.00 100.00
utilaj: 0.00 0.00
transport: 0.00 0.00
TOTAL LUCRARI 500.00total material 400.00
total manopera 100.00total utilaj 0.00
total transport 0.00
CAS 15.80% 15.80Sanatate 5.20% 5.2
Somaj 0.50% 0.5Fond de risc 0.28% 0.28
Fond de garantare 0.25% 0.25Concedii si indemnizatii 0.85% 0.85
TOTAL CHELTUIELI DIRECTE 522.88total material 400.00
total manopera 100.00
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: UTILAJE SI ECHIPAMENTE

total utilaj 0.00total transport 0.00
total contributii bugetul de stat 22.88
Cheltuieli indirecte 10.00% 52.29Profit 5.00% 28.76
TVA 24.00% 144.94
TOTAL cu TVA 748.87

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
CONDUCTE ELECTRICE SI ACCESORII1 Conductã de cupru FYY 1,5 mmp introdusã in tub de protectie ml 500.00 0.91 455.00
material: 0.60 300.00manopera: 0.30 150.00utilaj: 0.01 5.00transport: 0.00 0.00
2 IDEM FYY 2,5 mmp ml 800.00 1.11 888.00material: 0.80 640.00manopera: 0.30 240.00utilaj: 0.01 8.00transport: 0.00 0.00
3 IDEM CYY 4x5 mmp ml 30.00 1.21 36.30material: 0.90 27.00manopera: 0.30 9.00utilaj: 0.01 0.30transport: 0.00 0.00
4 IDEM CYY 6x5 mmp ml 30.00 2.00 60.00material: 1.50 45.00manopera: 0.50 15.00utilaj: 0.00 0.00transport: 0.00 0.00
TUBURI, TEVI DE PROTECTIE SI ACCESORII5 EA02A1 ml 170.00 1.70 289.00
material: 1.20 204.00manopera: 0.50 85.00
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: INSTALATII ELECTRICE INTERIOARE
EB02A1
EB02A1
EB02A1
EB02A1
Tub izolant de protectie etans, tip IPEY 16mm, montat ingropat in planseu sau in tencuiala

5 EA02A1 ml
utilaj: 0.00 0.00transport: 0.00 0.00
6 EA02A2 ml 300.00 1.90 570.00material: 1.40 420.00manopera: 0.50 150.00utilaj: 0.00 0.00transport: 0.00 0.00
7 EA02B1 ml 10.00 2.00 20.00material: 1.50 15.00manopera: 0.50 5.00utilaj: 0.00 0.00transport: 0.00 0.00
8 EI02B1 Etansarea trecerii tuburilor de protectie prin ziduri buc 60.00 5.04 302.40material: 3.24 194.40manopera: 1.80 108.00utilaj: 0.00 0.00transport: 0.00 0.00
9 EI02G1 buc 20.00 5.04 100.80material: 3.24 64.80manopera: 1.80 36.00utilaj: 0.00 0.00transport: 0.00 0.00
10 Doza de derivatie pentru cabluri sau tevi de instalatii montata in perete buc 30.00 5.00 150.00material: 3.00 90.00manopera: 1.00 30.00utilaj: 1.00 30.00transport: 0.00 0.00
APARATE ELECTRICE SI ACCESORII11 Intrerupãtor constructie normalã, 250V, 10A, montat ingropat sub tencuiala buc 6.00 11.00 66.00
material: 7.00 42.00manopera: 4.00 24.00utilaj: 0.00 0.00transport: 0.00 0.00
12 buc 4.00 11.00 44.00material: 7.00 28.00
Tub izolant de protectie etans, tip IPEY 16mm, montat ingropat in planseu sau in tencuiala
Tub izolant de protectie etans, tip IPEY 20mm, montat ingropat in tencuiala
Tub izolant de protectie etans, tip IPEY 32mm, montat ingropat in tencuiala.
Etansarea spatiului dintre cablu si teava de protectie la trecerea prin ziduri
EA16D1
ED01A1
ED03B1 Comutator cu douã pozitii constructie normalã, 250V 10A, montat ingropat sub tencuiala.

12 buc
manopera: 4.00 16.00utilaj: 0.00 0.00transport: 0.00 0.00
13 buc 4.00 16.00 64.00material: 12.00 48.00manopera: 4.00 16.00utilaj: 0.00 0.00transport: 0.00 0.00
14 Senzor de miscare buc 2.00 131.00 262.00material: 110.00 220.00manopera: 21.00 42.00utilaj: 0.00 0.00transport: 0.00 0.00
15 buc 9.00 11.00 99.00material: 7.00 63.00manopera: 4.00 36.00utilaj: 0.00 0.00transport: 0.00 0.00
16 buc 7.00 15.00 105.00material: 8.00 56.00manopera: 7.00 49.00utilaj: 0.00 0.00transport: 0.00 0.00
17 Doza de aparat montata ingropat in tencuiala buc 10.00 8.00 80.00material: 5.00 50.00manopera: 3.00 30.00utilaj: 0.00 0.00transport: 0.00 0.00
CORPURI DE ILUMINAT SI ACCESORII18 EE07C3 Corp de iluminat fluorescent, de tip FIPAD 2x36W buc 4.00 85.00 340.00
material: 80.00 320.00manopera: 5.00 20.00utilaj: 0.00 0.00transport: 0.00 0.00
19 Corp de iluminat fluorescent, etans montat in bai 2x18W buc 2.00 45.00 90.00
ED03B1 Comutator cu douã pozitii constructie normalã, 250V 10A, montat ingropat sub tencuiala.
ED03E1 Comutator simplu pentru scarã(de capãt), 250V 10A, montat ingropat sub tencuiala
ED03E1
ED08A1 Priza cu contact de protectie, constructie normalã, ST 220V, 16A, montata ingropat sub tencuiala la h=0,4m de la pardoseala in cameresau la h=1,2m de la pardoseala in bucatarie, holuri
ED08A1 Priza cu contact de protectie, constructie normalã, ST 220V, 16A, montata ingropat sub tencuiala la h=0,4m de la pardoseala in cameresau la h=1,2-2,00 m de la pardoseala etans
EA16C1
EE05G1asimilat

19 Corp de iluminat fluorescent, etans montat in bai 2x18W bucmaterial: 40.00 80.00manopera: 5.00 10.00utilaj: 0.00 0.00transport: 0.00 0.00
20 buc 0.00 45.00 0.00material: 40.00 0.00manopera: 5.00 0.00utilaj: 0.00 0.00transport: 0.00 0.00
21 EE12C1 Corp de iluminat tip aplica de tavan 2x25W buc 0.00 45.00 0.00material: 40.00 0.00manopera: 5.00 0.00utilaj: 0.00 0.00transport: 0.00 0.00
22 EE12C1 Corp de iluminat tip aplica de tavan sau perete 2x25W buc 8.00 45.00 360.00material: 40.00 320.00manopera: 5.00 40.00utilaj: 0.00 0.00transport: 0.00 0.00
23 EE07C3 Corp de iluminat fluorescent, de tip FIRA-03-418dp 4x18W buc 4.00 85.00 340.00material: 80.00 320.00manopera: 5.00 20.00utilaj: 0.00 0.00transport: 0.00 0.00
24 Diblu metalic cu diametrul nominal de 8mm buc 100.00 0.12 12.00material: 0.10 10.00manopera: 0.01 1.00utilaj: 0.01 1.00transport: 0.00 0.00
TABLOURI ELECTRICE SI ACCESORII25 EF03A1 Tablou electric , echipat conform listei de procurare buc 1.00 130.00 130.00
material: 100.00 100.00manopera: 30.00 30.00utilaj: 0.00 0.00transport: 0.00 0.00
EE05G1asimilat
EE05G1asimilat
Corp de iluminat incandescent tip aplica decorativa de perete etansa cu lampa incandescenta 25W
EI01A1

26 EF07A1 Asamblarea tabloului electric buc 1.00 18.00 18.00material: 0.00 0.00manopera: 18.00 18.00utilaj: 0.00 0.00transport: 0.00 0.00
PROBE SI VERIFICARI27 EH05C1 Incercarea si verificarea electrica a tablourilor electrice buc 1.00 123.00 123.00
material: 0.00 0.00manopera: 92.00 92.00utilaj: 31.00 31.00transport: 0.00 0.00
28 W2J03B1 buc 1.00 75.00 75.00material: 0.00 0.00manopera: 75.00 75.00utilaj: 0.00 0.00transport: 0.00 0.00
TOTAL LUCRARI 5079.5total material 3,657.20
total manopera 1,347.00total utilaj 75.30
total transport 0.00
CAS 15.80% 212.83Sanatate 5.20% 70.04
Somaj 0.50% 6.74Fond de risc 0.28% 3.77
Fond de garantare 0.25% 3.37Concedii si indemnizatii 0.85% 11.45
TOTAL CHELTUIELI DIRECTE 5,387.69total material 3,657.20
total manopera 1,347.00total utilaj 75.30
total transport 0.00
Scoaterea de sub tensiune a firidei de bransament in vederea racordarii tabloului TEG

total contributii bugetul de stat 308.19
Cheltuieli indirecte 10.00% 538.77Profit 5.00% 296.32
TVA 24.00% 1493.47
TOTAL cu TVA 7,716.25

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
IMPAMANTARE1 EG06A1 Piesa separatie buc 2.00 69.80 139.60
material: 54.00 108.00manopera: 13.80 27.60utilaj: 1.00 2.00transport: 1.00 2.00
2 Electrod impamintare OL-Zn 2", 2,5m m 37.50 20.86 782.25material: 11.58 434.25manopera: 8.66 324.75utilaj: 0.62 23.25transport: 0.00 0.00
3 W1P08A Verificarea instalatiei de legare la pamint buc 1.00 150.00 150.00material: 0.00 0.00manopera: 150.00 150.00utilaj: 0.00 0.00transport: 0.00 0.00
4 EG08C1 Platbanda OL-Zn 40x4mm pt.priza de pamant artificiala exterioara ml 20.00 41.00 820.00material: 36.00 720.00manopera: 5.00 100.00utilaj: 0.00 0.00transport: 0.00 0.00
5 Sudura platbanda la piesa metalica de pe stilp si sudura platbanda- platbanda buc 3.00 20.00 60.00material: 5.00 15.00manopera: 5.00 15.00utilaj: 5.00 15.00
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: IMPAMANTARE
W1R06A1
EG06A2asim

5 Sudura platbanda la piesa metalica de pe stilp si sudura platbanda- platbanda buc
transport: 5.00 15.00
6 Sapatura sant pozat platbanda mc 10.00 32.20 322.00material: 0.00 0.00manopera: 32.20 322.00utilaj: 0.00 0.00transport: 0.00 0.00
7 TSD04A1 Compactare cu maiul de mina a umpluturilor mc 10.00 28.00 280.00material: 0.00 0.00manopera: 28.00 280.00utilaj: 0.00 0.00transport: 0.00 0.00
8 EG09B1 buc 2.00 18.75 37.50material: 13.95 27.90manopera: 4.80 9.60utilaj: 0.00 0.00transport: 0.00 0.00
Mutare stalpi electrice1 W2J03B1 Scoaterea de sub tensiune a firidei de bransament in vederea mutarii stalpilor buc 2.00 2400.00 4,800.00
material: 0.00 0.00manopera: 2400.00 4,800.00utilaj: 0.00 0.00transport: 0.00 0.00
2 Macara 15 To ore 48.00 100.00 4,800.00material: 0.00 0.00manopera: 0.00 0.00utilaj: 100.00 4,800.00transport: 0.00 0.00
3 TSA12C1 mc 4.00 26.40 105.60material: 0.00 0.00manopera: 26.40 105.60utilaj: 0.00 0.00transport: 0.00 0.00
4 CA02C1 Turnarea betonului armat in elementele construcţiilor mc 4.00 36.49 145.96material: 0.20 0.80manopera: 34.41 137.64
EG06A2asim
TESA05C2
Protectie pentru conducta de coborare, pe lungime de 1,8 m , executata din otel cornier cu aripi egale, avand dimensiunile 30x30x4 mm
AUT3337A1
Sapatura in gropi la baza stalpilor 0,00-1,50m

4 CA02C1 Turnarea betonului armat in elementele construcţiilor mc
utilaj: 1.88 7.52transport: 0.00 0.00
5 +2100969 Beton de ciment B 250 stas 3622 ; mc4.00 205.00 820.00
6 to 4.00 7.50 30.00material: 0.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 7.50 30.00
7 W2J03B1 Punerea sub tensiune buc 2.00 2400.00 4,800.00material: 0.00 0.00manopera: 2400.00 4,800.00utilaj: 0.00 0.00transport: 0.00 0.00
TOTAL LUCRARI 18092.91total material 2,125.95
total manopera 11,072.19total utilaj 4,847.77
total transport 47.00
CAS 15.80% 1749.41Sanatate 5.20% 575.75
Somaj 0.50% 55.36Fond de risc 0.28% 31.00
Fond de garantare 0.25% 27.68Concedii si indemnizatii 0.85% 94.11
TOTAL CHELTUIELI DIRECTE 20,626.23total material 2,125.95
total manopera 11,072.19total utilaj 4,847.77
total transport 47.00total contributii bugetul de stat 2,533.32
Cheltuieli indirecte 10.00% 2062.62
TRA06 A15
Transportul rutier al betonului-mortarului cu autobetoniera de 5,5mc dist. =15km

Profit 5.00% 1134.44TVA 24.00% 5717.59
TOTAL cu TVA 29,540.88

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
CONDUCTE ELECTRICE SI ACCESORII1 ml 8.00 3.40 27.20
material: 0.90 7.20manopera: 0.50 4.00utilaj: 1.00 8.00transport: 1.00 8.00
2 TcB33C1 Aparataj auxiliar pentru post telefonic, priza de perete cu trei contacte buc 1.00 30.00 30.00material: 25.00 25.00manopera: 5.00 5.00utilaj: 0.00 0.00transport: 0.00 0.00
3 Doza de aparat speciala montata ingropat in perete de caramida buc 1.00 8.50 8.50material: 8.00 8.00manopera: 0.50 0.50utilaj: 0.00 0.00transport: 0.00 0.00
4 TcC28A1 Cablu coaxial cu impedanta de 75 ohmi pentru TVS ml 30.00 2.00 60.00material: 1.00 30.00manopera: 1.00 30.00utilaj: 0.00 0.00transport: 0.00 0.00
5 EA02A1 ml 30.00 2.90 87.00material: 0.60 18.00manopera: 0.30 9.00utilaj: 1.00 30.00
NR.
CRT.
Pret unitar (exclusiv TVA)
-lei-
Total (exclusiv TVA)
-lei-
Stadiul fizic: INSTALATII DE TELECOMUNICATIE
TcA14A10367
Cablu tip TFYY1x2x0,5mm introdus in tub de protectie pentru instalatia de telefoane
EA16C10001
Tub de protectie flexibil izolant, etans, tip teava ¾”, montat ingropat in pardoseala, in plafon sau pereti

5 EA02A1 ml
transport: 1.00 30.00
6 Priza pentru TVS buc 6.00 17.00 102.00material: 12.00 72.00manopera: 5.00 30.00utilaj: 0.00 0.00transport: 0.00 0.00
7 Distribuitor(repartitor) TVS buc 5.00 23.00 115.00material: 20.00 100.00manopera: 3.00 15.00utilaj: 0.00 0.00transport: 0.00 0.00
8 Doza pentru priza TVS buc 5.00 7.00 35.00material: 5.00 25.00manopera: 2.00 10.00utilaj: 0.00 0.00transport: 0.00 0.00
9 Doza pentru repartitor TVS buc 5.00 10.00 50.00material: 8.00 40.00manopera: 2.00 10.00utilaj: 0.00 0.00transport: 0.00 0.00
10 NII1 Distribuitor internet wireless buc 1.00 240.00 240.00material: 200.00 200.00manopera: 40.00 40.00utilaj: 0.00 0.00transport: 0.00 0.00
11 EH05E1 Incercare reglete, cutii repartitoare TVS ml 30.00 1.00 30.00material: 0.00 0.00manopera: 1.00 30.00utilaj: 0.00 0.00transport: 0.00 0.00
TOTAL LUCRARI 784.7total material 525.20
Tub de protectie flexibil izolant, etans, tip teava ¾”, montat ingropat in pardoseala, in plafon sau pereti
TcC29A1asim
TcC33A1asim
EA16C1asim
EA16C1asim

total manopera 183.50total utilaj 38.00
total transport 38.00
CAS 15.80% 28.99Sanatate 5.20% 9.54
Somaj 0.50% 0.92Fond de risc 0.28% 0.51
Fond de garantare 0.25% 0.46Concedii si indemnizatii 0.85% 1.56
TOTAL CHELTUIELI DIRECTE 826.68total material 525.20
total manopera 183.50total utilaj 38.00
total transport 38.00total contributii bugetul de stat 41.98
Cheltuieli indirecte 10.00% 82.67Profit 5.00% 45.47
TVA 24.00% 229.16
TOTAL cu TVA 1,183.98

SECTIUNE TEHNICA SECTIUNE FINANCIARA
Simbol Capitol lucrari U.M. Cantitate
0 1 2 3 4 5 6=4*5Obiectul
1 NID1 buc 0.00 500.00 0.00material: 585.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 15.00 0.00
2 NID2 buc 0.00 365.00 0.00material: 350.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 15.00 0.00
3 NID3 buc 0.00 235.00 0.00material: 220.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 15.00 0.00
4 NID4 buc 0.00 81.00 0.00material: 80.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 1.00 0.00
5 NID5 buc 0.00 65.00 0.00material: 50.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 15.00 0.00
6 NID6 Canapea coltar din stofa buc 0.00 915.00 0.00
NR.
CRT.
Pret unitar (exclusiv TVA) -lei-
Total (exclusiv TVA) -lei-
Stadiul fizic: DOTARI
Pat 90 cm x 200 cm din pal melaminat avand grosimea de 18 mm, cant ABS de grosime 2 mm textura nuc inclusiv saltea ortopedica relax
Casetiera 4 sertare este realizata din pal melaminat avand grosimea de 18 mm, cant ABS de grosime 2 mm textura nuc
Birou din PAL melaminat cu grosimea de 18 mm, canturi ABS avand grosimea de 2 mm textura cires
Dulap pentru vestiar din pal melaminat cu grosimea de 18 mm, canturi ABS avand grosimea de 2 mm textura cires de spatii de cu 40x40x200 cm
Banca de vestiar executata din cherestea de molid lacuita avand grosimea de 27 mm, dimensiuni 900x400x450 mm. Cadru din teava otel profil patrat 30x20 mm, vopsit in camp electrostatic

6 NID6 Canapea coltar din stofa bucmaterial: 900.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 15.00 0.00
7 NID7 buc 0.00 215.00 0.00material: 200.00 0.00manopera: 0.00 0.00utilaj: 0.00 0.00transport: 15.00 0.00
TOTAL LUCRARI 0total material 0.00
total manopera 0.00total utilaj 0.00
total transport 0.00
CAS 15.80% 0.00Sanatate 5.20% 0
Somaj 0.50% 0Fond de risc 0.28% 0
Fond de garantare 0.25% 0Concedii si indemnizatii 0.85% 0
TOTAL CHELTUIELI DIRECTE 0.00total material 0.00
total manopera 0.00total utilaj 0.00
total transport 0.00total contributii bugetul de stat 0.00
Cheltuieli indirecte 10.00% 0.00Profit 5.00% 0.00
TVA 24.00% 0.00
TOTAL cu TVA 0.00
Masa din PAL melaminat cu grosimea de 18 mm, canturi ABS avand grosimea de 2 mm textura cires 1200x 900