2 caiet de sarcini.pdf

FormularNr.lB
WinCmetaPeuonr yqacrKa Aoporr ro YJI.
28 trLonq, IuyH. rIaAslP--IlYHra
(denumirea obiectivului)
CAIET DE SARCINI Nb
Peuonrnue Paborur
(denumirea lucriri)
1 2
I
+
RAnrrmnrr
0,216I TsCO2B1
e U;2I-U,39 mo, cu
naturala descarcare in
oTBZIJI gKCKaBaTopoM Ha
nHeBMoxoAy 0,21-0,39 rra3 c ru4paull4qecKl4M ynpaBneHveM' rpyHr
a^ma^TD asunri p na*rrrocrr,r TT xareroorau) uo.u 6oplroplt
100 m3
h-ut 0.95
I 1es2260003521
nol 6opruopu
prg rqe6ns) h-10 cru
m3 10,800
2 TsC54C
h-om 10.69
93 10060019900 Muncitor necalllrcal m3 12.42
1421 10220006E m3 r.08
2 4100126202818 Apa h-ut 2.27
29t2340002506 h-ut 4,54
2 )s922t0004021
ilJls'
BR.100x30x15
Ciment portland P 40 saci 5388=0
Nisip sortat nespalat de riu si lacuri 0,0-3,0 mm:0
Apa pentru mortare si betoane:0
Beton CI6l20
SM SR EN 1340:2010/AC:2010
m 360,000
3 DElOA
h-om 54.00
I 93 10060019900 Muncitor neca h-om 1s8.40
2. 7129020012800 Pavator m3 t6.20
1. | 2663102100001 Beton Cl6/2
0 m 361,80
2 2666122800285,1 Bordura beton Dentru roluarg a,menstuttt tvvv ^ Jvv ' 'J m3 2.r6
J 4100 I 16202818
10-30 cm grosime, printr-o aruncare de pina la 3 m din gramezi'
inclusiv sffuimarea bulgarilor, pamintul provenind din teren
mijlociu (Pas6pacuoaHl4e pbrxJloro rpyHra Ia3 K)^{I4:ronarofi ua
pu"""'o",,"" ao lnn paBHoMepHbIMI4 oJIO{MLI rolqrarrofi 10-30 cu, c
paa6nrxofi KoMbeB, cPeguufi rPYur)
*A6norrnest"c 6nnnmnoR fnvHTOM
m3 72,000
4 TsD01B
h-om 22-32
I 93 10060019900 I Muncttor necaulrcal
tl flnunnqrrtrre o rf :r*,i.;:
der de pina
m, in teren
5 CP, c neP sa 10
pyHr II rareropuu)
A KOpbIro
100 m3 1,750
J TsC2lBl
Sapr
impr
fpyl
M, I
*flc
h-ut 6,32
I 2952220003546
prevazuta,t
100 m3 1,750
6 TsC22K1
a 4
1 2
h-ut |0
2952220003546 mc, cu motor cu
cu umiditate
naturala, descarcare in autoveh I (Pa:pa6orxa
rpyrra eKcKaBaropou 0,40-0,70 nr3 c ABLIrareJIeM BFryrpeHHefo
cfopaHlry a rvl{paBnr4r{ecKllM )irIpaBneHI4eU' c parrpysxoft n
aertin{o6llrll, rpyHT ecrecrBeHHoft sraxHocru I nareropwr)
*florpysna
100 m3 1,750
7 TsC03E1
h-ut 3,41
I 29s226000350r
km (TpancnoprrrpoBKa rpyrra aBTocaMocBa'IIaMI'I
. 'l O ru Hq nrcc.Tottwr,le 1 rul)
I
t 227,500
8 TsI51A1
h-ut 5
3410s40000007
ocHoBaHlrs I4JII',t LI3MeHeune npoQu-ru ug ue6n's An-f, AOpOf C
MexanlrqecKofi yuaarofi, oHnolHefinHfi 6es 3arIoJrHeHI{t LI
sauswanun)
*h-10 cm., (5 
"*20-40,5 "* 
5-20)
m3 87,500
9 DA12C
h-om 25
7129020012800 Pavator
m3 I 1 1,13
t t411122201672.0
I
nt. drumuri r.magmatice 5'4 0 mm
m3 4-38
2. 41001 16202806 h-ut 3.68
I 2952220003546 ll-ut lv,uu
2
-2952240004010
h-ut 0.44
3 3410540005603
m2 875,000
10 DE18A
h-om 507,68
I 7 1 29020012800 h-om .83
2 9310060019922 rrfi E .13
I 2661 12800655,t f Mc, atn ks I 4UU.UU
2 265 22r00027 kg 6 886.2s
3 26sr122100442 m3 4.38
A t421102200546 m3 45
5 1421102200547 buc I 7,s0
o 288 I 16002701
straturi succesive de 20-30 cm grosime, exclusiv udarea fiecarui
ri"i i" parte, umpluturile executindu-se din pamint necoeziv
(YuorHeuue Mexaulr3rlpoBaHHofi rparu6onxofi 1 5 0-200 Kr HacBIrrH
nocJleAoBaTeJrbHbrMr{ "n-o"t" 
20-3 0 cll TO

me, exclusiv udarea fiecarui
ri"i i" parte, umpluturile executindu-se din pamint necoeziv
(YuorHeuue Mexaulr3rlpoBaHHofi rparu6onxofi 1 5 0-200 Kr HacBIrrH
nocJleAoBaTeJrbHbrMr{ "n-o"t" 
20-3 0 cll TOnIq}IHOfi, 6eg norusKl',I
KalKAOTo cJrof,, yruloTHeuufl BrIIOJITUIIOTCS U3 HecB'f,3Horo rpyrna)
ylrnoTHeHr{e yno}KeHHO
100 m3 ,1,750
11
TsD05A
aplic
h-om
I h-ut 18.18
&
Mat rnecanrc
\st2026,7oWXi.
.ll
trt