Lucrari de executie canal deschiz din beton in strada Petru Rares din municipiul Roman

    SEAP
    ID
    DA8773102
    Data
    06 Iulie 2016
    Valoare
    100.000 RON
    Stare
    Oferta refuzata
    Autoritatea contractantaLocalitate
    Roman, Neamt
    FurnizorTipul contractului
    -
    Cod CPVDescriere:
    Lucrari de executie canal deschis din beton in strada Petru Rares din municipiul Roman. Articolele si cantitatile din antemasuratoare si devizul de estimare sunt: 1. TSA03F 30,20 mc - 24,30 lei/mc 2. RPCA06A (umplutura balast si compactare manuala) 15,20 mc - 27,90 lei/mc 3. CA02B (beton B150) 22,40 mc - 246,80 lei/mc 4. TRB01C2 73,20 to - 10,50 lei/to 5. TSC35D31 0,73x100 mc - 360 lei/mc 6. TRA01A6 73,20 to - 4 lei/to 7. TSD06A 1,63x100 mc - 427,20 lei/mc 8. Cheltuieli indirecte 10% 9. Cota de profit 5%
    Achizitii
    100.000 RON
    Cantitate: 1
    Unitate masura: bucata
    Diverse lucrari de constructii: trotuare pavate cu borduri laterale (dupa caz), alei asfaltate, etc.
    Diverse lucrari de constructii: trotuare pavate (4,6,8 cm) cu borduri laterale (dupa caz), alei asfaltate, parcari de resedinta, garduri betonate sau placate, pregatirea terenului, material de adaos, pat de balast, nivelare, compactare, alte articole de lucrari de constructii, etc.. Preturile sunt exprimate in lei fara TVA per U.M. RPCA01A1 mc 30 DG06A1 mc 65 TSC35D31 100 MC 250 TRA01A05P to 6 DE11A1 m 24 YC (beton C12/15) mc 220 TRA06A05 to 6 TRA01A05 to 6 TRI1AA01C3 to 5 TRB01C12 to 8 DA06A1 mc 45 TRA01A05 to 6 DD02A1 mp 8 YC35 (pavele 6 cm) mp 50 TRI1AA01C3 to 4 TRA01A05 to 6 TRA01A05 to 6 TRB01C12 to 7 DG01A1 mp 3 DD02A1 mp 7 DG06A1 mc 70 TSC35D31 100 mc 300 TRA01A05P to 6 DE10A1 ml 50 YC50 (beton B150) mc 220 TRA06A05 to 6 TRI1AA01C3 to 7 TRA01A05 to 7 DG04B1 ml 5 TSC03H1 100 mc 400 TSA01D1 mc 100 TRI1AA01C3 to 6 TRA01A05P to 6 DD01A1 mp 8 YC36 (pavele 4 cm) 30 DA06A1 mc 50 TRI1AA01C3 to 6 TRA01A05 to 6 DE10A1 m 55 DE11A1 m 30 TRA06A05 to 6 TRA01A05 to 6 RPCA01A1 mc 100 RPCA06A (umplutura nisip) mc 30 RPCA06A (umplutura pamant) mc 15 SB01F (tub beton 600) ml 30 NL1 (scoatere cioate) buc 30 TRI1AA01C3 to 7 TRB01C12 to 8 TRA01A05 to 6 TSA03F mc 100 RPCA06A (umplutura balast) mc 25 CA02B (beton B150) mc 270 TRB01C2 to 15 TSC35D31 100 mc 400 TRA01A6 to 6 TSD06A 100 mc 500 RPCA01A1 mc 100 RPCB02B mc 300 CD03 (soclu gard piatra naturala profilata cu grosime de 25 cm) m 430 TRI1AA01C3 to 8 TRA01A05 to 7 Cheltuieli indirecte 12% Cota de profit 8%