Proiect Management Regularizare de Rau
AntemasuratoareNumar Criteriu Simbol Articol Denumire Resursa
1 TSG02A1 Decopertare strat vegetal2 TSC37A1 Sapare in groapa de imprumut 60% cu autoscraperul3 TSC02A1 Sapare in groapa de imprumut 40% cu excavatorul4 TRA01A Transportul pamantului cu autobasculanta la 5Km distanta5 TSE04A1 Imprastierea pamantului cu buldozerul6 TSE06A1 Udarea pamantului pentru compactare7 TSE06A1 Compactarea pamantului8 TSE04A1 Nivelarea taluzului9 TSE04A1 Nivelarea coronament dig
10 TSH06A1 Inierbare taluz pentru protectie11 TSA01E01 Sapaturi manuale de pamant12 TSD16A1 Strat de balast (la radier protectie)13 Strat de piatra de rau (la radier)14 TSD16A1 Strat filtrant pe taluz15 IFB06A1 Pereu zidit din piatra bruta16 CZ0204A1 Preparare mortar de ciment M100-Z17 IFB02A1 Rostuire pereu18 Umplere saci cu lest19 Asezarea sacilor lestati20 Folie polietilena de protectie( sub saci)21 TSA01E01 Sapaturi manuale de pamant22 CB02A01 Cofraj pentru Beton23 CZ0106B01 Beton simplu B200 preparare24 CA01C03 Beton simplu B200 turnare25 TSD16A1 Strat filtrant sub pereu zidit la radier26 TSD16A1 Strat filtrant sub pereu zidit la taluz27 CZ0204A01 Preparare mortar de ciment M100-Z28 IFB06A1 Zidarie la pereu din piatra bruta29 TRA01A20 Transport materiale la 20Km cu autobasculanta30 TRB01C13 Transport materiale la 30m cu roaba
Proiect Management Regularizare de Rau
AntemasuratoareUnitate de Masura Simbolul Cantitatea
100 m2 287.99100 m3 2735.964100 m3 1823.976
1 tona100 m2100 m2100 m2100 m2100 m2100 m2
1 m31 m3
1 m21 m31 m2
1 m31 m21 m31 m3
1 m3
1 tona1 tona
Regularizare Datele de Calcul
Tehnologia de lucru VariabilaVarianta
1 2 3 4 5 6
DIG
Ld[m] 2000 2200 2100 2000 1800 1900
b[m] 4 4.5 4 4.2 4.3 4.1
h[m] 2 2.2 2.1 2.4 2.7 2.5
m 2 1.75 2 1.75 2 2.25
n 1.5 1.25 1 1 1.25 1
CONSOLIDARE
hc[m] 3 3.5 3.8 3.2 3.6 3.1
d[cm] 30 35 35 30 30 35
d1[cm] 10 15 15 12 12 15
m1 1.5 2 2 1.75 1.75 2.25
lc[m] 200 180 175 190 220 170
RUPERE PANTA
b1[cm] 40 45 50 45 55 40
hrp[cm] 80 75 70 80 75 75
b2[cm] 75 75 80 75 80 75
l1[m] 4 3 3.5 3.4 3.2 3
l2[m] 6 5.5 5 5.5 5.75 5.8
Regularizare Datele de CalculVarianta
7 8 9 10 11 12 13 14 15 16
1700 2000 2100 2100 1900 1800 1900 2000 2100 2200
4 4.5 4 4.4 4.1 4.3 4.2 4 4.2 4.4
2.1 2.4 2.1 2 2.2 2.3 2.1 2 2.3 2.4
2 1.75 1.75 1.5 1.5 1.75 1.5 1.5 1.75 1.5
1 0.75 0.75 1 1.25 1 0.75 1 1.25 1
3.4 3.3 3 3.5 3.1 2.9 3 3 3.1 2.9
35 35 35 30 30 30 35 35 35 35
15 12 15 12 12 10 12 12 15 15
2 1.5 1.5 1.75 1.75 1.75 1.5 1.5 1.75 1.75
180 175 185 195 205 210 205 180 175 205
45 50 55 55 50 45 50 50 45 55
70 65 65 70 65 60 65 65 60 75
75 75 80 80 80 75 80 80 75 85
3.4 3.1 3.5 3.2 3.3 3.5 3 3.1 3.2 3.5
5 5 5 5.5 5.5 5.8 5.8 6 6 6
Aria Dig de paman1:n 1:m b h l L
2.625 4.232 4 2.1 9.25 2100
Calculul ariei de lucrare de digPanta 1:n Panta 1:m Coronament
5512.5 8887.2 8400Total panta Total coronament
28799.4 16800
DCLArticole de deviz
Simbol Articol
1 2 3
2 TSG02A1
3 TSC37A1
4 TSC02A1
5 TRA01A Transportul pamantului cu autobasculanta la 5Km distanta
6 TSE04A1
7 TSE06A1
8 TSE06A1
Nr.Criteriu
a) UM si cantitateab) Denumire articol
c) Greutati Principale
a)100 mp Ck=287.99b)Curatirea terenului
c)0.000
a)100 mc Ck=2735.964b)Sapatura cu m-screp TEREX
c)0.000
a)100 mc Ck=1823.976b)Sapatura cu excavator
c)0.000
a)100 mp Ck=455.944b)Nivelare teren cu buldozer la terasamant
c)0.000
a)100 mp Ck=455.944b)Pregatire platforma pamant udare
c)1.00
a)100 mp Ck=455.944b)Pregatire platforma pamant compactare
c)0.00
9 TSE04A1
10 TSE04A1
11 TSH06A1
12 TSA01E01
13 TSD16A1
14 Strat de piatra de rau (la radier)
15 Strat filtrant pe taluz
16 IFB06 Pereu zidit din piatra bruta
17 CZ0204A1 Preparare mortar de ciment M100-Z
a)100 mp Ck=287.994b)Nivelare suprafata teren cu buldozer
c)0.00
a)100 mp Ck=168b)Nivelare platforma de terasament cu buldozer
c)0.00
a)100 mp Ck=287.994b)Imbracare taluz cu paman vegetal
c)0.00
a)100 mc cantitatea meab)Sapaturi manuale in spatii intinse
c)0.00
a)100 mc cantitatea meab)Strat de repartitie din balast
c)43.90
18 IFB02A1 Rostuire pereu
19 Umplere saci cu lest
20 Asezarea sacilor lestati
21 Folie polietilena de protectie( sub saci)
12 TSA01E01
23 CB02A01 Cofraj pentru Beton
24 CZ0106B01 Beton simplu B200 preparare
25 CA01C03 Beton simplu B200 turnare
26 Strat filtrant sub pereu zidit la radier
a)100 mc cantitatea meab)Sapaturi manuale in spatii intinse
c)0.00
27 Strat filtrant sub pereu zidit la taluz
28 CZ0204A01 Preparare mortar de ciment M100-Z
29 Zidarie la pereu din piatra bruta
30 TRA01A20 Transport materiale la 20Km cu autobasculanta
31 TRB01C13 Transport materiale la 30m cu roaba
DCLValori de deviz pentru
4 5 6 7 8 9 10
PUa) Materialeb) Manopera
c) Utilajed) Transport CF
Greutatitotale ale
materialelorprincipale
(col. 3 a x col. 3 c)
Materiale(col. 3 a x col. 4 a)
Manopera(col. 3 a x col. 4
a)
Utilaje(col. 3 a x col.
4 c)
TOTAL(col. 5+ col.
6+col. 7)
Transport CF
(col. 3 a x col. 4 d)
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)0.00
c)737.00d)0.00
a) 0.000b)0.00
c)333.00d)0.00
a) 0.000b)0.00+D14
c)0.00d)0.00
a) 0.000b)0.00c)10.40d)0.00
a) 1.00b)87.40c)0.00d)0.00
a) 0.000b)0.00c)69.00d)0.00
a) 0.000b)0.00c)14.90d)0.00
a) 0.000b)0.00c)14.90d)0.00
a) 0.000b)2.62c)0.00d)0.00
a) 0.000b)6.55c)0.00d)0.00
a) 43.90b)12.20c)5.64d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)6.55c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
a) 0.000b)55.90c)0.00d)0.00
Extrasul de materiale
UM CantitateaMaterialele
Ciment [Kg] Nisip [mc] Pietris [m] Balast sortat [mc] Piatra bruta [Kg]NC CT NC CT NC CT NC CT NC
TSD16A1 1 1.25IFB06A1 1 0.077 237
CZ0204A1 1 324 1.2IFB02A1 1 324 1.2CB02A01 1
CZ0106B01 1 347 0.959 0.382
Simbol articol
Extrasul de materialeMaterialele
Piatra bruta [Kg] Lemn [mc] Bolovani de rau [mc]CT NC CT NC NT
0.158
0.0022
Calculul productivitatii muncii
Nr. Criteriu Simbol Articol UM CantitateaNT Volume de munca
OBSman mec man mec
1 TSG02A1 100 6.58 sapator2 TSC37A1 1003 TSC02A1 1004 TRA01A 15 TSE04A1 1006 TSE06A1 1007 TSE06A1 1008 TSE04A1 1009 TSE04A1 100
10 TSH06A1 10011 TSA01E01 112 TSD16A1 11314 TSD16A115 IFB06A1 116 CZ0204A1 117 IFB02A1 118192021 TSA01E01 122 CB02A01 123 CZ0106B01 124 CA01C03 125 TSD16A126 TSD16A127 CZ0204A01 128 IFB06A129 TRA01A20 130 TRB01C13 1
