NECESAR MATERIAL LEMNOS SARPANTATIP ELEMENT b (cm) h (cm) L (m) Nr. Buc. ml (m) S (mp) Vol. (mc)

capriori c1 5 20 4.00 40 160 1.60capriori c2 5 20 3.00 40 120 1.20capriori c3 5 20 3.00 40 120 1.20capriori c4 5 20 5.70 16 91.2 0.91capriori c5 5 20 3.00 29 87 0.87capriori c6 5 20 3.00 9 27 0.27capriori c7 5 20 5.70 9 51.3 0.51capriori c8 5 20 4.00 50 200 2.00capriori c9 5 20 3.50 30 105 1.05capriori c10 5 20 5.70 30 171 1.71capriori c11 5 20 4.00 20 80 0.80capriori c12 5 20 4.50 20 90 0.90capriori c13 5 20 6.80 27 183.6 1.84capriori c14 5 20 5.20 18 93.6 0.94capriori c15 5 20 4.50 14 63 0.63capriori c16 5 20 6.80 21 142.8 1.43capriori c17 5 20 2.50 13 32.5 0.33capriori c18 5 20 3.00 4 12 0.12capriori c19 5 20 4.50 2 9 0.09

capriori 5 20 5.50 9 49.5 0.50capriori 5 20 5.30 10 53 0.53capriori 5 20 4.50 16 72 0.72capriori 5 20 4.00 16 64 0.64

clesti 5 15 3.00 106 318 2.39clesti 5 20 3.00 18 54 0.54pop 15 15 1.50 4 6 0.14pop 15 15 2.00 8 16 0.36pop 15 15 2.50 3 7.5 0.17pop 15 15 0.50 6 3 0.07CS 15 15 177 3.98

talpa 10 15 15 0.22Pana P1 15 30 12.00 1 12 0.54Pana P2 15 30 12.00 1 12 0.54Pana P3 15 30 12.00 1 12 0.54Pana P4 15 20 11.00 1 11 0.33Pana P5 15 20 5.00 1 5 0.15Pana P5' 15 20 4.00 3 12 0.36Pana P6 15 15 1.50 1 1.5 0.03Pana P7 15 15 8.00 2 16 0.36Pana P8 15 20 6.80 1 6.8 0.20Pana P8' 15 15 2.00 2 4 0.09Pana P9 15 15 6.80 1 6.8 0.15Pana P10 15 15 9.00 2 18 0.40Pana P11 15 20 9.00 1 9 0.27Pana P12 15 35 6.00 2 12 0.63Pana P13 15 35 6.00 2 12 0.63Pana P14 15 35 6.00 1 6 0.32Pana P15 15 20 4.50 2 9 0.27Pana P16 15 20 4.80 1 4.8 0.14Pana P17 15 20 4.20 2 8.4 0.25Pana P18 15 20 3.80 2 7.6 0.23grinda G1 15 30 3.80 2 7.6 0.34

coama 15 25 7.00 4 28 1.05stilp S1 15 15 3.00 2 6 0.14stilp S2 15 15 4.00 2 8 0.18stilp S3 15 15 5.50 1 5.5 0.12stilp S4 15 15 6.20 1 6.2 0.14stilp S5 15 15 3.00 6 18 0.40stilp S6 15 15 5.30 4 21.2 0.48stilp S7 15 15 6.70 4 26.8 0.60stilp S8 15 15 8.40 2 16.8 0.38

SERIS CONSULTING S.R.L. Bucuresti ; RC J40/1032/2002 ; CUI R14450439 Proiect: RO 2008-262

Denumire proiect: PENSIUNE " VOIEVOZI" SINAIA, str. Drum Cota 1400, nr.3A, lot 1, Municipiul Sinaia, jud. Prahova Faza: PT+DEBeneficiar: S.C DIVIAN TOUR S.R.L Data: dec. 2008

stilp 15 15 2.50 5 12.5 0.28stilp 15 15 5.00 4 20 0.45stilp 7 20 2.50 4 10 0.14stilp 7 20 5.00 4 20 0.28

TOTAL: 40.07 38.92scandura astereala 2.4 843 20.23

60.30

Cantitatile prevazute, nu cuprind pierderile tehnologice, si sunt date cu titlu informativ

Intocmit: ing. Serban Tudor

EXTRAS CU ELEMENTE DE ANSAMBLARE METALICE

TIP ELEMENT G/buc(kg) Nr. Buc. G tot(kg) Domeniu de folosire

Nr. crt. a) PIESE METALICE1.a coltar metalic cu rigidizare 100x100x3 - "Tip 1" 0.53 727 385.312.a piesa de rezemare stalp - "T1" 5.35 31 165.853.a piesa de rezemare stalp - "T2" 11.00 4 44.00

piese metalice (Kg) 385.31

b) ANCORE, HOLZSURUBURI, TIJE, SAIBE, PIULITE1.b tije filetate M12, L=330mm 28 fixare clesti sarpanta2.b saibe late patrate pentru tije M12, L=40mm, g=4mm 56 vezi 3.b, 4.b, 5.b3.b piulite pentru filet M12 56 vezi 4.b, 5.b

c) CUIE INELATE, CUIE NORMALE1.c cuie inelate cu cap conic Ø4, L=40mm 0.004 8724 34.90 fixarea coltare "Tip 1",

cuie inelate (Kg) 34.90d) CUIE NORMALE

1.d cuie normale Ø3, L=70mm 100.00 solidarizare OSB3 12/22mm la pereti/plansee si scandura/asterealacuie normale (Kg) 100.00

Cantitatile prevazute, nu cuprind pierderile tehnologice, si sunt date cu titlu informativ

Intocmit: ing. Serban Tudor

SERIS CONSULTING S.R.L. Bucuresti ; RC J40/1032/2002 ; CUI R14450439 Proiect: RO 2008-262

Denumire proiect: PENSIUNE " VOIEVOZI" SINAIA, str. Drum Cota 1400, nr.3A, lot 1, Municipiul Sinaia, jud. Prahova Faza: PT+DEBeneficiar: S.C DIVIAN TOUR S.R.L Data: dec. 2008