DEVIZ PE CATEGORII DE LUCRARI podete dalate cu platforma de 10.00 m
Nr. Crt.
IND
ICA
TIV
UL
AR
TIC
OL
UL
UI
UN
ITA
TE
A D
E M
AS
UR
A
PRET UNITAR
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
1 PC12C1 mc 155.00 14.10 9.20
2 PE 2-2 kg 3.07 0.21
3 PE 2-5 kg 2.70 0.23
4 PE9 t 76.00 4.36
5 PD5/1 mp 8.23 4.93
6 PC1/1 mc 74.40 15.50 6.00
7 PG6b1 mp 7.67 1.29
8 PG16 O2 mp 4.92 1.11 0.39
9 PG4 O2 mp 2.98 2.16 0.16
10 DB26 a1x2 mp 12.96 1.98 2.88
11 DE24 b1 mp 5.76 4.30 0.80
12 PG3 a2 Tencuiala din piatra artificiala mp 5.29 9.00 0.16
13 PG13 mp 2.88 1.05
14 Sipca impregnata 3x5 cm mc 1010.00 199.00
15 AS-PD12 Cofraje TEGO in dala mp 11.84 4.81TOTAL LEI
DE
NU
MIR
EA
A
RT
ICO
LU
LU
I
Beton armat B250 cu un dozaj de 320 kg ciment P400 la mc de beton
in suprastructura
Armaturi din otel beton OL38 M2 pentru betonul armat din
suprastructura
Armaturi din otel beton PC52 pentru betonul armat din suprastructura
Spor pentru inadirea la cald a armaturii din bare cu %%c mai mare
de 24 mm
Cofraje drepte pentru beton armat in suprastructura
Beton de panta 835 cu un dozaj de 102 kg ciment la mc de beton
Sapa hidrofuga din doua straturi de carton asfaltat intre trei straturi de
bitum
Sapa de protectie din beton B150 de 3 cm grosime
Strat support pentru hidroizolatie de 2 cm grosime
Imbracaminte de beton asfaltic fin alcatuita din 2 straturi a 2.5 cm
grosime
Asfalt turnat pe trotuare de 2 cm grosime
Carton asfaltat in 2 straturi la rezemarea dalei pe culei
P130 b2Asim
PRET UNITAR DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m
TO
TA
L
PLATFORMA 10.00 m PLATFORMA 10.00 m
CA
NT
ITA
TI
MA
TE
RIA
L
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
UT
ILA
J
178.30 27.00 4185.00 380.70 248.40 4814.10 33.50 5192.50 472.35 308.20
3.28 80.00 245.60 16.80 262.40 85.00 260.95 1785.00
3.93 2462.00 9109.40 566.26 9675.63 3472.00 12846.40 798.56
80.36 241.00 183.16 10.51
13.16 24.00 197.52 118.32 315.84 27.00 222.21 133.11
95.90 0.80 59.52 12.40 4.80 76.72 1.10 81.84 17.05 6.60
8.96 74.00 567.58 95.46 663.04 84.00 644.28 108.36
6.42 74.00 364.08 82.14 28.86 475.08 84.00 413.28 93.24 32.76
5.30 74.00 220.52 159.84 11.84 392.20 84.00 250.32 181.44 13.44
17.82 53.00 686.88 104.94 152.64 944.46 62.00 803.52 122.76 178.56
10.86 5.50 31.68 23.65 4.40 59.73 6.00 34.56 25.80 4.80
14.45 15.00 79.35 135.00 2.40 216.75 18.00 95.22 162.00 2.88
3.93 10.00 28.80 10.50 39.30 10.00 28.80 10.50
1209.00 0.03 30.30 5.98 36.27 0.03 30.30 5.97
16.65 56.00 663.04 269.36 932.40 64.00 757.76 307.8416469.27 1981.34 453.34 18903.95 21845.10 2467.34 547.24
MA
NO
PE
RA
MA
NO
PE
RA
DESCHIDEREA 7.00 m DESCHIDEREA 8.00 m DESCHIDEREA 9.00 m
PLATFORMA 10.00 m PLATFORMA 10.00 m PLATFORMA 10.00 m
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
UT
ILA
J
5973.05 41.00 6355.00 578.10 377.20 7310.00 51.00 7905.00 719.10 469.20
278.80 108.00 331.56 22.60 354.24 124.00 380.68 26.04
13644.96 4192.00 15510.40 964.16 16474.56 4828.00 17863.60 1110.44
193.67 2.90 220.40 12.64 233.04 2.51 266.76 15.30
355.32 30.00 246.90 147.90 394.80 37.00 304.51 182.41
105.49 1.50 111.60 23.25 9.00 143.85 1.80 133.92 29.90 10.80
752.64 94.00 720.98 121.26 842.24 105.00 805.35 135.45
539.28 94.00 462.48 104.34 36.66 603.48 105.00 516.60 116.55 40.95
445.20 94.00 280.12 203.04 15.04 498.20 105.00 312.90 226.80 16.80
1104.84 71.00 920.16 140.58 204.48 1265.22 80.00 1036.80 158.40 230.40
69.16 7.00 40.32 30.10 5.60 76.02 8.00 46.08 34.40 6.40
260.10 21.00 111.09 189.00 3.36 303.45 25.00 132.25 225.00 4.00
39.30 10.00 28.80 10.50 39.30 10.00 28.80 10.50
36.27 0.03 30.30 5.97 36.27 0.03 30.30 5.97
1065.60 75.00 888.00 360.75 1248.75 86.00 1018.24 413.6624859.68 26258.11 2914.27 651.34 29823.72 30.781.79 3407.92 778.55
MA
NO
PE
RA
MA
NO
PE
RA
DESCHIDEREA 9.00 m DESCHIDEREA 10.00 m
PLATFORMA 10.00 m PLATFORMA 10.00 m
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
UT
ILA
J
TO
TA
L
9093.30 62.00 9610.00 874.20 570.40 11054.60
406.72 134.00 411.38 28.14 439.52
18974.04 6053.00 22396.10 1392.19 23788.29
282.06 4.50 342.00 19.62 361.62
4860.92 41.00 337.43 202.13 539.56
172.62 2.20 163.68 34.10 13.20 210.98
940.80 112.00 859.04 144.48 1003.52
674.10 112.00 551.04 124.32 43.68 719.04
556.50 112.00 333.76 241.92 17.92 593.60
1425.60 88.00 1140.48 174.24 253.44 1568.16
86.88 9.00 51.84 38.70 7.20 97.74
361.25 30.00 158.70 270.00 4.80 435.50
39.30 10.00 28.80 10.50 39.30
36.27 0.03 30.30 5.97 36.27
1431.90 100.00 1184.00 481.00 1665.0034968.26 37598.55 4041.51 910.64 42550.70
MA
NO
PE
RA
EXTRAS DE MATERIALE
U/M PLATFORMA PLATFORMA PLATFORMA9.00 m 10.00 m 9.00 m 10.00 m 9.00 m 10.00 m
A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIECIMENT MARCA 300 t 0.050 0.060 0.080 0.080 0.080 0.100CIMENT MARCA 400 t 9.080 10.010 11.010 11.010 12.280 13.250
OTEL BETON OL38-M2 t 0.080 0.080 0.090 0.090 0.090 0.110OTEL BETON PC52 t 2.410 2.540 3.280 3.280 3.580 3.880CRIBLURA 3-8 mm t 2.700 3.050 3.160 3.160 3.560 3.620
CARTON ASFALTAT mp 168.000 188.200 188.200 188.200 210.600 206.100BITUM t 0.740 0.830 0.860 0.860 0.960 0.970
LEMNE DE FOC t 0.330 0.370 0.370 0.370 0.420 0.410FILER DE CALCAR t 0.670 0.750 0.780 0.780 0.880 0.890
PIATRA GRIS t 0.280 0.280 0.330 0.330 0.330 0.390NISIP DE CONCASAJ t 1.300 1.470 1.530 1.530 1.720 1.750
DULAPI mc 0.050 0.055 0.061 0.061 0.068 0.074SCANDURI mc 0.272 0.310 0.324 0.324 0.350 0.388
RIGLE mc 0.142 0.160 0.170 0.170 0.182 0.200BILE mc 0.001 0.001 0.001 0.001 0.001 0.001
mc 0.003 0.003 0.003 0.003 0.003 0.003
B. MATERIALE LOCO DEPOZIT-OBIECTBALAST mc 0.900 1.000 1.250 1.400 1.600 1.900
NISIP DE CONCASAJ mc 15.600 17.300 1880.000 21.000 22.500 25.300PIETRIS mc 19.850 21.900 24.300 27.200 29.600 33.200
MARGARITAR mc 2.050 2.300 2.300 2.600 2.600 2.900CUIE-SCOABE kg 13.500 15.200 16.300 17.600 19.300 20.300
SARMA kg 30.200 32.100 39.900 43.300 47.200 52.000BENZINA l 19.800 21.900 22.500 25.200 24.900 28.200
MOTORINA kg 60.200 67.900 70.400 79.400 80.650 90.900CARBUNI kg 444.000 482.000 524.000 580.000
SUSPENSIE BITUM kg 7.200 8.000 7.200 8.000 7.200 8.000
mp 3.500 3.900 4.200 4.500 4.900 5.300
LONGRINE DE LEMNE mc 0.009 0.011 0.011 0.012 0.013 0.014
DENUMIREA MATERIALULUI
DESCHIDEREA 6.00 m
DESCHIDEREA 7.00 m
DESCHIDEREA 8.00 m
SIPCA IMPREGNATA-STEJAR
PANOURI DE PLACAJ TEGO
EXTRAS DE MATERIALE
PLATFORMA PLATFORMA9.00 m 10.00 m 9.00 m 10.00 m
A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIE0.110 0.120 0.150 0.170
14.880 16.340 19.390 21.9800.110 0.130 0.140 0.1404.320 4.510 5.650 6.2304.080 4.080 4.480 5.060
233.000 228.500 244.200 273.3001.090 1.090 1.180 1.3300.470 0.460 0.500 0.5601.010 1.010 1.110 1.2500.390 0.460 0.550 0.5501.970 1.970 2.160 2.4400.083 0.093 0.111 0.1260.390 0.428 0.516 0.5320.210 0.226 0.260 0.2820.001 0.002 0.002 0.002
0.003 0.003 0.003 0.003
B. MATERIALE LOCO DEPOZIT-OBIECT2.000 2.300 2.500 2.800
27.500 30.900 32.400 36.70036.850 41.300 44.150 50.2002.900 3.300 3.100 3.500
22.100 24.300 26.000 28.10054.600 59.800 67.000 73.90027.900 31.500 30.000 33.60090.900 102.400 99.850 112.700
638.000 702.000 822.000 900.0007.200 8.000 7.200 8.000
5.600 6.000 6.300 7.000
0.014 0.016 0.016 0.018
DESCHIDEREA 9.00 m
DESCHIDEREA 10.00 m
TABEL AL CANTITATILOR DE LUCRARI DE BAZA
DESCHIDERE LUNGIME PLATFORMA LATIME DALA
6.00 6.409.00 8.20 24.50 2421.00
10.00 9.20 27.00 2542.00
7.00 7.409.00 8.20 30.00 3271.00
10.00 9.20 33.50 3558.00
8.00 8.459.00 8.20 36.50 3879.00
10.00 9.20 41.00 4300.00
9.00 9.509.00 8.20 45.50 4501.00
10.00 9.20 51.00 4951.00
10.00 10.509.00 8.20 54.50 5626.00
10.00 9.20 62.00 6189.00
BETON ARMAT B250 IN DALE (mc)
ARMATURA DIN OTEL BETON(kg)
TABEL AL CANTITATILOR DE LUCRARI DE BAZA
COFRAJEINDICI DE CONSUM PE ml PE POD
BETON ARMAT mc/m ARMATURI kg/m COFRAJE mp/m71.00 3.83 378.00 11.0080.00 4.22 398.00 12.5085.00 4.06 442.00 11.5091.00 4.52 481.00 12.30
100.00 4.32 459.00 11.85105.00 4.85 509.00 12.40113.00 4.78 474.00 11.90123.00 5.37 521.00 13.00130.00 5.19 535.00 12.40141.00 5.90 589.00 13.40
SOLICITARI PENTRU CALCULUL INFRASTRUCTURILOR
LUMINASARCINA PERMANENTA SARCINA MOBILAH V M H VA VB MA MB
t/m t/m tm/m t/m t/m t/m tm/m tm/m6.00 8.060 11.400 -0.422 3.600 6.750 1.550 -1.670 1.6707.00 9.670 13.730 -0.546 4.010 7.540 1.750 -2.160 2.1608.00 11.850 17.100 -0.730 4.440 8.400 1.930 -2.740 2.7409.00 13.600 19.830 -0.965 4.890 9.180 2.120 -3.360 3.360
10.00 16.300 23.900 -1.340 5.150 9.650 2.220 -3.910 3.910
SOLICITARI PENTRU CALCULUL INFRASTRUCTURILOR
SARCINA PERMANENTA+SARCINAMOBILAH VA VB M
t/m t/m t/m tm/m tm/m11.660 18.150 12.950 -2.092 1.24813.680 21.270 15.480 -2.706 1.61416.290 25.500 19.030 -3.470 2.01018.490 29.010 21.950 -4.325 2.39521.450 33.550 26.120 -5.250 2.570
6.00 6.433 6.8669.00 9.00 47.00
10.00 10.00 51.00
7.00 7.433 7.8669.00 9.00 57.00
10.00 10.00 61.00
8.00 8.476 8.9529.00 9.00 72.00
10.00 10.00 78.00
9.00 9.476 9.9529.00 9.00 84.00
10.00 10.00 90.00
10.00 10.52 11.049.00 9.00 100.00
10.00 10.00 107.00
TABEL RECAPITULATIV AL CANTITATILOR DE LUCRARI - SUPRASTRUCTURI BOLTITE
LUMINA (m)
DESCHIDEREA DE CALCUL (m)
LUNGIMEA BOLTII (m)
LUNGIMEA BOLTII (m)
LATIMEA BOLTII (m)
BETON SIMPLU B150 IN BOLTA (mc)
INDICI DE CONSUM PE ML PE POD
48.00 127.00 38.00 6.85 7.00 18.52 5.5356.00 131.00 38.00 7.43 8.16 19.05 5.5359.00 146.00 45.00 7.25 7.51 18.60 5.7269.00 155.00 45.00 7.75 8.77 19.70 5.7271.00 163.00 54.00 8.04 7.93 18.20 6.0483.00 173.00 54.00 8.71 9.27 19.32 6.0481.00 190.00 59.00 8.45 8.14 19.10 6.2593.00 201.00 59.00 9.05 9.35 20.20 6.25
105.00 224.00 73.00 9.04 9.51 20.30 6.51122.00 236.00 73.00 9.68 11.03 21.40 6.51
TABEL RECAPITULATIV AL CANTITATILOR DE LUCRARI - SUPRASTRUCTURI BOLTITE
UMPLUTURA DE BALAST(mc)
COFRAJE (mp)
TENCUIALA (mp) BETON
mc/mlUMPLUTURA DE BALAST mc/ml
COFRAJE mp/ml
TENCUIALA mp/ml
MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE
LUMINA
PC27b2 PD3a PG 4a2m m mc mp mp
6.009.00 47.00 127.00 97.00
10.00 51.00 131.00 105.00
7.009.00 57.00 146.00 112.00
10.00 61.00 155.00 122.00
8.009.00 72.00 163.00 126.00
10.00 78.00 173.00 137.00
9.009.00 84.00 190.00 143.00
10.00 90.00 201.00 155.00
10.009.00 100.00 224.00 166.00
10.00 107.00 236.00 180.00
LATIMEA PLATFORMEI
BETON SIMPLU B150 IN BOLTA SI TIMPANE CU UN DOZAJ DE 20.5 kg/mc CIMENT MARCA 400
COFRAJE PENTRU BOLTI
SI TIMPANE
STRAT SUPORT PENTRU HIDROIZOLATIE DE 2cm
GROSIME
MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE
BINDER
PG 6c1 PG 16a2 DB 22.1 DA 26a1 DA11mp mp t mp mp
97.00 97.00 4.200 54.00 54.00105.00 105.00 4.700 61.00 61.00112.00 112.00 4.800 62.00 62.00122.00 122.00 5.400 70.00 70.00126.00 126.00 5.400 70.00 70.00137.00 137.00 6.100 79.00 79.00143.00 143.00 6.000 78.00 78.00155.00 155.00 6.800 88.00 88.00166.00 166.00 6.700 87.00 87.00180.00 180.00 7.600 98.00 98.00
SAPA HIDROFUGA
SAPA DE PROTECTIE DIN BETON B150 DE 4cm
GROSIME
IMBRACAMINTE DIN BETON ASFALTIC DE
2.5 cm GROSIME
MACADAM 10 cm GROSIME
MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE
PE 2b7 DE 9C PG 3a DE 24 b1mc ml mp mp
48.00 38.00 5.5056.00 14.00 38.00 12.0059.00 45.00 6.5069.00 16.00 45.00 13.0071.00 54.00 7.5083.00 18.00 54.00 15.0081.00 59.00 8.0093.00 20.00 59.00 17.00
105.00 73.00 9.00122.00 22.00 73.00 18.00
UMPLUTURA DE BALAST INTRE
TIMPANE
BORDURI DIN BETON 15x12 cm
TENCUIALA DIN PIATRA ARTIFICIALA
ASFALT TURNAT PE TROTUARE DE
2 cm GROSIME
MASURATOAREA CANTITATILOR DE LUCRARI PENTRU PODETE BOLTITE
PE 5kg
25.0025.0029.0029.0033.0033.0036.0036.0040.0040.00
ARMATURI PENTRU BETON ARMAT DIN
OL38-M2
DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m
Nr. Crt.
PRET UNITAR
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
1 PC 27b2 mc 120.00 18.80 9.20
2 PD30 Cofraje pentru bolti si timpane mp 7.65 6.75
3 PG 4a2 mp 29.80 2.16 0.16
4 PG 6 c1 Sapa hidrofuga mp 4.69 1.49
5 PG 16a2 mp 4.92 1.11 0.39
6 DB 22.1 Binder de criblura STAS 174-53 t 93.30 13.00 20.60
7 DB 26a1 mp 6.48 0.99 1.44
8 DA 11a2 Macadam 10 cm grosime mp 9.34 0.92 1.03
9 PF2 b7 mc 51.70 12.00 2.76
10 DE9c Borduri din beton 15x22 cm ml 21.20 4.83
11 DG 3a Tencuiala din piatra artificiala mp 5.76 0.79
12 DE 24 b1 mp 5.76 4.30 0.80
13 PE 5 kg 3.09 0.36
TOTAL LEI
IND
ICA
TIV
UL
A
RT
ICO
LU
LU
I
DE
NU
MIR
EA
A
RT
ICO
LU
LU
I
UN
ITA
TE
A D
E
MA
SU
RA
Beton simplu B150 in bolta si timpane cu un dozaj de 205
kg/mc ciment marca 400
Strat suport pentru hidroizolatie de 2 cm grosime
Sapa de protectie din beton B150 de 4 cm grosime
Imbracaminte de beton asfaltic fin de 2.5 cm grosime
Umplutura de balast intre timpane
Asfalt turnat pe trotuare de 2 cm grosime
Armaturi pentru beton armat din OL38-M2
DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m
PRET UNITAR DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m
TO
TA
L
PLATFORMA 9.00 m PLATFORMA 9.00 mC
AN
TIT
AT
I
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
148.00 47.00 5640.00 883.60 432.40 6956.00 57.00 6840.00 1071.60 524.40
14.40 127.00 971.55 857.25 1828.80 146.00 1116.90 985.50
5.30 97.00 289.06 209.52 15.52 514.10 112.00 333.76 241.92 17.92
6.18 97.00 454.93 144.55 599.46 112.00 525.28 166.88
6.42 97.00 477.24 107.67 37.83 622.74 112.00 551.04 124.32 43.68
126.90 420.00 391.86 54.60 86.52 532.98 4.80 447.84 62.40 98.88
8.91 54.00 349.92 53.46 77.76 481.14 62.00 401.76 61.38 89.28
11.29 54.00 504.36 49.68 55.62 609.66 62.00 579.08 57.04 63.86
66.45 48.00 2481.60 576.00 132.48 3190.08 59.00 3050.30 708.00 162.84
26.03 53.00
0.79 38.00 30.02 30.02 45.00 35.55
10.86 550.00 31.68 23.65 4.40 59.73 6.50 37.44 27.95 5.20
3.45 25.00 77.25 9.00 86.25 29.00 89.61 10.44
11669.45 2998.98 842.53 15510.96 13973.01 3552.98 1006.06
DESCHIDEREA 7.00 m DESCHIDEREA 8.00 m DESCHIDEREA 9.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m PLATFORMA 9.00 m
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
8436.00 72.00 8640.00 1353.60 662.40 10656.00 84.00 10080.00 1579.20
2102.40 163.00 1246.95 1100.25 2347.20 190.00 1453.50 1282.50
593.60 126.00 375.48 272.16 20.16 667.80 143.00 426.14 308.88
692.16 126.00 590.94 187.74 778.68 143.00 670.67 213.07
719.04 126.00 619.92 139.86 49.14 808.92 143.00 703.56 158.73
609.12 5.40 503.82 70.20 11.24 686.26 6.00 559.80 78.00
552.42 70.00 453.60 69.30 100.80 623.70 78.00 505.44 77.22
699.98 70.00 653.80 64.40 72.10 790.30 78.00 728.52 71.76
3921.14 71.00 3670.70 852.00 195.96 4718.66 81.00 4187.70 972.00
35.55 54.00 42.66 42.66 59.00 46.61
70.59 7.50 43.20 32.25 6.00 81.45 8.00 46.08 34.40
100.05 33.00 101.97 11.88 113.85 36.00 111.24 12.96
18532.05 16900.38 4196.30 1217.80 22314.48 19472.65 4835.33
DESCHIDEREA 9.00 m DESCHIDEREA 10.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
772.80 12432.00 100.00 12000.00 1880.00 920.00 14800.00
2736.00 224.00 1713.60 1512.00 3225.60
22.88 757.90 166.00 494.68 358.56 26.56 879.80
883.74 166.00 778.54 247.34 1025.88
55.77 918.06 166.00 816.72 184.26 64.74 1065.72
123.60 761.40 67.00 625.11 87.10 138.02 850.23
112.32 694.98 87.00 563.76 86.13 125.28 775.17
80.34 880.62 87.00 812.58 80.04 89.61 982.23
223.56 5383.26 105.00 5428.50 1260.00 289.80 6978.30
46.61 73.00 57.67 57.67
6.40 86.88 9.00 51.84 38.70 7.20 97.74
124.20 40.00 123.60 14.40 138.00
1397.67 25705.65 23408.93 5806.20 1661.21 30876.34
DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m
Nr. Crt.
PRET UNITAR DESCHIDEREA 6.00 m
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
PLATFORMA 10.00 m
CA
NT
ITA
TI
1 PC 27b2 mc 120.00 18.80 9.20 148.00 51.00
2 PD30 Cofraje pentru bolti si timpane mp 7.65 6.75 14.40 131.00
3 PG 4a2 mp 29.80 2.16 0.16 5.30 105.00
4 PG 6 c1 Sapa hidrofuga mp 4.69 1.49 6.18 105.00
5 PG 16a2 mp 4.92 1.11 0.39 6.42 105.00
6 DB 22.1 Binder de criblura STAS 174-53 t 93.30 13.00 20.60 126.90 4.70
7 DB 26a1 mp 6.48 0.99 1.44 8.91 61.00
8 DA 11a2 Macadam 10 cm grosime mp 9.34 0.92 1.03 11.29 61.00
9 PF2 b7 Umplutura de balast intre timpane mc 51.70 12.00 2.76 66.45 56.00
10 DE9c Borduri din beton 15x22 cm ml 21.20 4.83 26.03 14.00
11 DG 3a Tencuiala din piatra artificiala mp 5.76 0.79 0.79 38.00
12 DE 24 b1 mp 5.76 4.30 0.80 10.86 12.00
13 PE 5 kg 3.09 0.36 3.45 25.00
TOTAL LEI
IND
ICA
TIV
UL
A
RT
ICO
LU
LU
I
DE
NU
MIR
EA
A
RT
ICO
LU
LU
I
UN
ITA
TE
A D
E
MA
SU
RA
Beton simplu B150 in bolta si timpane cu un dozaj de 205 kg/mc
ciment marca 400
Strat suport pentru hidroizolatie de 2 cm grosime
Sapa de protectie din beton B150 de 4 cm grosime
Imbracaminte de beton asfaltic fin de 2.5 cm grosime
Asfalt turnat pe trotuare de 2 cm grosime
Armaturi pentru beton armat din OL38-M2
DEVIZ PE CATEGORII DE LUCRARI podete boltite platforma de 9.00 m
DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m DESCHIDEREA 8.00 mPLATFORMA 10.00 m PLATFORMA 10.00 m PLATFORMA 10.00 m
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
6120.00 958.80 469.20 7548.00 61.00 7320.00 1146.80 561.20 9028.00 78.00
1002.12 884.25 1886.40 155.00 1185.75 1046.25 2232.00 173.00
312.90 226.80 16.80 556.50 122.00 363.56 263.52 19.52 646.60 137.00
492.45 156.45 648.90 128.00 572.18 181.78 753.96 137.00
516.60 116.55 40.95 674.10 122.00 600.24 135.42 47.58 783.24 137.00
438.51 61.10 96.82 596.43 5.40 503.82 70.20 111.24 685.26 6.10
395.28 60.39 87.84 543.51 70.00 453.60 69.30 100.80 623.70 79.00
569.74 56.12 62.83 688.69 70.00 653.80 64.40 72.10 790.30 79.00
2895.20 672.00 154.56 3721.76 69.00 3567.30 828.00 190.44 4585.74 83.00
296.80 67.62 364.42 16.00 339.20 77.28 416.48 18.00
30.02 30.02 45.00 35.55 35.55 54.00
69.12 51.60 9.60 130.32 13.00 74.88 55.90 10.40 141.18 15.00
77.25 9.00 86.25 29.00 89.61 10.44 100.05 33.00
13.19 3350.70 938.60 17475.30 15723.94 3984.84 1113.28 20822.06
DESCHIDEREA 8.00 m DESCHIDEREA 9.00 m DESCHIDEREA 10.00 mPLATFORMA 10.00 m PLATFORMA 10.00 m PLATFORMA 10.00 m
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
9360.00 1466.40 717.60 11544.00 90.00 10800.00 1692.00 828.00 13320.00 107.00
1323.45 1167.75 2491.20 201.00 1537.65 1356.75 2894.40 236.00
408.26 295.92 21.92 726.10 155.00 461.90 334.80 24.80 821.50 180.00
642.53 204.13 846.66 155.00 726.95 230.95 957.90 180.00
674.04 152.07 53.43 899.54 155.00 762.60 172.05 60.45 995.10 180.00
569.13 79.30 125.66 774.09 6.80 634.44 88.40 140.08 862.92 7.60
511.92 78.21 113.76 703.89 88.00 570.24 87.12 126.72 784.08 98.00
737.86 72.68 81.37 891.91 88.00 821.92 80.96 90.64 993.52 98.00
4291.10 996.00 229.08 5516.18 93.00 4808.10 1116.00 256.68 6180.78 122.00
381.60 86.94 468.54 20.00 424.00 96.60 520.60 20.00
42.66 42.66 59.00 46.61 46.61 73.00
86.40 64.50 12.00 162.90 17.00 97.92 73.10 13.60 184.62 18.00
101.97 11.88 113.85 36.00 111.24 12.96 124.20 40.00
19088.26 4718.44 1354.82 25161.52 21756.96 5388.30 1540.97 28686.23
DESCHIDEREA 10.00 mPLATFORMA 10.00 m
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L12840.00 2011.60 984.40 15836.00
1805.40 1593.00 3398.40
536.40 388.80 28.80 954.00
844.20 268.20 1112.40
885.60 199.80 70.20 1155.60
709.08 98.80 156.56 964.40
635.04 97.02 141.12 873.18
915.32 90.16 100.94 1106.42
6307.40 1464.00 336.72 8108.12
424.00 96.60 520.60
57.67 57.67
103.68 77.40 14.40 195.48
123.60 14.40 138.00
26129.72 6457.45 1833.14 33420.31
EXTRAS DE MATERIALE
U/MLumina 6.00 m Lumina 7.00 m Lumina 8.00 m PLATFORMA PLATFORMA PLATFORMA
9.00 m 10.00 m 9.00 m 10.00 m 9.00 m
A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIE
CIMENT MARCA 300 t 0.14 0.16
CIMENT MARCA 400 t 11.23 12.18 13.52 14.51 16.85
OTEL BETON OL38-M2 kg 25.75 25.75 29.87 29.87 33.99
CRIBLURA 3-8 mm t 1.55 1.75 1.78 2.01 2.02
t 3.10 3.47 3.52 3.98 3.99
CARTON ASFALTAT mp 108.64 117.60 125.44 136.64 141.12
BITUM t 0.79 0.90 0.91 1.04 1.03
LEMNE DE FOC t 0.34 0.37 0.39 0.43 0.44
FILER DE CALCAR t 0.46 0.59 0.53 0.67 0.60
mc 5.56 6.28 6.39 7.21 7.21
t 0.99 1.11 1.13 1.28 1.28
NISIP DE CONCASAJ t 1.270 1.420 1.450 1.640 1.640DULAPI mc 0.047 0.051 0.057 0.061 0.072GRINZI mc 0.047 0.051 0.057 0.061 0.072
SCANDURI mc 1.016 1.048 1.168 1.240 1.304RIGLE mc 0.508 0.524 0.584 0.620 0.652BILE mc 0.047 0.051 0.057 0.061 0.072
ml 14.28 16.32
B. MATERIALE LOCO DEPOZIT-OBIECT
BALAST mc 55.20 64.40 67.85 79.35 81.65NISIP mc 28.68 31.67 35.39 37.54 42.40
PIETRIS mc 36.66 40.41 44.46 48.30 56.16
MARGARITAR mc 3.07 3.39 3.54 3.92 3.99
CUIE-SCOABE kg 23.75 24.75 27.60 29.35 31.65
SARMA kg 2.03 2.08 2.34 2.46 2.62BENZINA GREA l 19.40 21.00 22.40 24.40 25.20
MOTORINA kg 71.37 89.00 82.07 101.02 92.77
DENUMIREA MATERIALULUI
CRIBLURA 8-15 mm si 15-25 mm
PIATRA SPARTA 40-60 mm
SPLIT SIMPLU 15-25 mm
BORDURI DE BETON 15-22 cm
LONGRINE DE LEMNE mc 0.0054 0.0061 0.0062 0.0070 0.0070
EXTRAS DE MATERIALE
Lumina 8.00 m Lumina 9.00 m Lumina 10.00 m PLATFORMA PLATFORMA PLATFORMA
10.00 m 9.00 m 10.00 m 9.00 m 10.00 m
A. MATERIALE FRANCO-VAGON STATIA DE DESTINATIE
0.18 0.20 0.20
18.24 19.57 21.00 23.22 24.89
33.99 37.08 37.08 41.20 41.20
2.27 2.25 2.53 2.50 2.82
4.50 4.43 5.02 4.94 5.61
153.44 160.16 173.60 185.92 201.60
1.16 1.15 1.31 1.31 1.48
0.48 0.50 0.55 0.58 0.63
0.76 0.66 0.85 0.74 0.93
8.94 8.03 9.06 8.96 10.09
1.44 1.42 1.60 1.59 1.79
1.850 1.820 2.060 2.030 2.3000.078 0.084 0.090 0.100 0.1070.078 0.084 0.090 0.100 0.1071.384 1.520 1.608 1.792 1.8880.692 0.760 0.804 0.896 0.9440.078 0.084 0.090 0.100 0.107
1.84 20.40 20.40
B. MATERIALE LOCO DEPOZIT-OBIECT
95.45 93.15 106.95 120.75 140.3046.64 49.13 53.55 58.05 63.0561.65 65.52 71.10 7.00 84.36
4.42 4.52 5.00 5.25 5.78
33.75 36.90 39.15 143.60 46.10
2.75 3.01 3.15 3.51 3.7627.40 28.60 31.00 33.20 36.00
113.90 102.72 128.06 114.74 141.40
0.0078 0.0078 0.0088 0.0087 0.0098
TABEL CU DATE STATICE
LUMINA SAGEATA F
m m m m m t6.00 6.433 1.857 3.714 0.50 1.207.00 7.433 2.145 4.291 0.50 1.208.00 8.476 2.4465 4.893 0.55 1.329.00 9.476 2.7355 5.471 0.55 1.32
10.00 10.526 3.0385 6.077 0.60 1.44
DESCHIDEREA TEORETICA
RAZA AXEI MEDII A BOLTII
GROSIMEA BOLTII d
GREUTATEA PROPRIE PE m DE BOLTA
MASURAT PE AXA BOLTII
TABEL CU DATE STATICE
SARCINA PERMANENTASOLICITARI REZISTENTE
SECTIUNEA DE LA NASTERE
N M N M H V M
t/m tm/m t/m tm/m t/m t/m tm/m kg/cmp kg/cmp8.06 0.1840 8.45 0.065 8.06 11.40 -0.422 2.053 1.1709.67 0.1700 11.30 0.148 9.67 13.73 -0.546 2.342 1.528
11.85 0.1610 13.80 0.285 11.85 17.10 -0.730 2.478 1.84213.60 0.0655 15.80 0.364 13.60 19.83 -0.965 2.600 2.33316.30 0.0445 19.70 0.468 16.30 23.90 -1.340 2.794 2.646
SECTIUNEA DE LA CHEE
SECTIUNEA DE LA SFERT
SECTIUNEA DE LA CHEE
sa su
SARCINA PERMANENTAREZISTENTE
kg/cmp kg/cmp kg/cmp kg/cmp2.034 1.722 1.773 3.7972.604 1.896 2.040 4.6603.074 1.946 2.325 5.2153.593 2.147 2.450 6.2804.067 2.503 2.575 7.045
sa=rezistenta la extrados su=rezistenta de intrados + compresiune
- intindere
SECTIUNEA DE LA SFERT
SECTIUNEA DE LA NASTERE
sa su sa su
LUMINA SAGEATA F
m m m m m
6.00 6.433 1.857 3.714 0.507.00 7.433 2.145 4.291 0.508.00 8.476 2.4465 4.893 0.559.00 9.476 2.7355 5.471 0.55
10.00 10.526 3.0385 6.077 0.60
DESCHIDEREA TEORETICA
RAZA AXEI MEDII A BOLTII
GROSIMEA BOLTII d
SARCINA UTILASOLICITARI
SECTIUNEA DE LA CHEIE SECTIUNEA DE LA SFERT
Moment maxim Moment minim Moment maxim Moment minim
tMa Mu Ma Mu Ma Mu Ma
tm tm tm tm tm tm tm1.20 3.75 10.556 -1.958 -0.448 4.648 10.770 -10.5521.20 6.00 12.900 -2.500 -1.000 5.000 12.000 -13.5001.32 6.70 17.000 -3.300 -1.200 5.200 12.150 -18.1001.32 8.63 18.490 -4.434 -1.714 7.624 17.934 -20.3701.44 12.71 24.120 -4.572 -1.894 13.608 18.220 -23.800
GREUTATEA PROPRIE PE m DE BOLTA
MASURAT PE AXA BOLTII
SARCINA UTILASOLICITARI REZISTENTE
SECTIUNEA DE LA SFERT SECTIUNEA DE LA NASTERE SECTIUNEA DE LA CHEE
Moment minim Moment maxim Moment minim
Mu Ma Mu Ma Mu
tm tm tm tm tm kg/cmp kg/cmp kg/cmp kg/cmp-3.546 10.562 16.938 -13.576 -2.594 2.820 0.522 -0.120 -1.000-5.600 15.300 22.400 -16.300 -10.000 3.440 0.667 -0.267 -1.600-9.250 19.400 27.300 -20.400 -11.900 3.740 0.725 -0.264 -1.470
-10.360 24.820 33.610 -25.828 -17.328 4.075 0.976 -0.378 -1.900-11.770 27.100 35.500 -31.928 -20.196 4.465 0.848 -0.351 -2.360
smax smin
sa su sa su
SARCINA UTILAREZISTENTE
SECTIUNEA DE LA SFERT SECTIUNEA DE LA NASTERE
kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp2.880 2.82 -0.946 -1.24 4.52 3.62 -2.03 -2.823.200 3.60 -1.490 -1.33 6.00 4.35 -2.67 -4.082.670 3.98 -2.030 -1.14 6.00 4.57 -2.62 -4.263.955 4.49 -2.285 -1.68 7.40 5.70 -3.81 -5.483.375 4.41 -2.170 -2.52 6.58 5.91 -3.75 -5.01
smax smin smax smin
sa su sa su sa su sa su
LUMINA SAGEATA F
m m m m m
6.00 6.433 1.857 3.714 0.507.00 7.433 2.145 4.291 0.508.00 8.476 2.4465 4.893 0.559.00 9.476 2.7355 5.471 0.55
10.00 10.526 3.0385 6.077 0.60
DESCHIDEREA TEORETICA
RAZA AXEI MEDII A BOLTII
GROSIMEA BOLTII d
SARCINI PERMANENTE SI UTILEREZISTENTE
SECTIUNEA DE LA CHEE SECTIUNEA DE LA SFERT
tkg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp
1.20 4.873 1.692 1.933 0.170 4.914 4.542 1.0881.20 5.782 2.195 2.075 -0.072 5.804 54.960 1.1141.32 6.218 2.567 2.214 0.372 5.744 5.926 1.0441.32 6.675 3.309 2.222 0.433 7.548 6.637 1.3081.44 7.259 3.494 2.443 0.286 7.442 6.913 1.897
GREUTATEA PROPRIE PE m DE BOLTA MASURAT PE
AXA BOLTIIsmax smin smax smin
sa su sa su sa su sa
SARCINI PERMANENTE SI UTILEREZISTENTE
SECTIUNEA DE LA SFERT SECTIUNEA DE LA NASTERE
kg/cmp kg/cmp kg/cmp kg/cmp kg/cmp0.482 6.293 7.417 -0.257 0.9770.566 8.040 9.010 -0.630 0.5800.806 8.325 9.785 -0.295 0.9550.467 9.850 11.980 -1.360 0.800-0.017 9.155 12.955 -1.175 2.035
smin smax smin
su sa su sa su
DEVIZ PE CATEGORII DE LUCRARI podete dalate cu platforma de 9.00 m
Nr. Crt.
PRET UNITAR
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
1 PC12C1 mc 155.00 14.10 9.20
2 PE 2-2 kg 3.07 0.21
3 PE 2-5 kg 2.70 0.23
4 PE9 t 76.00 4.36
5 PD5/1 mp 8.23 4.93
6 PC1/1 mc 74.40 15.50 6.00
7 PG6b1 mp 7.67 1.29
8 PG16 O2 mp 4.92 1.11 0.39
9 PG4 O2 mp 2.98 2.16 0.16
10 DB26 a1x2 mp 12.96 1.98 2.88
11 DE24 b1 mp 5.76 4.30 0.80
IND
ICA
TIV
UL
A
RT
ICO
LU
LU
I
DE
NU
MIR
EA
A
RT
ICO
LU
LU
I
UN
ITA
TE
A D
E
MA
SU
RA
Beton armat B250 cu un dozaj de 320 kg ciment P400 la mc de
beton in suprastructura
Armaturi din otel beton OL38 M2 pentru betonul armat din
suprastructura
Armaturi din otel beton PC52 pentru betonul armat din
suprastructura
Spor pentru inadirea la cald a armaturii din bare cu %%c mai
mare de 24 mm
Cofraje drepte pentru beton armat in suprastructura
Beton de panta 835 cu un dozaj de 102 kg ciment la mc de beton
Sapa hidrofuga din doua straturi de carton asfaltat intre trei
straturi de bitum
Sapa de protectie din beton B150 de 3 cm grosime
Strat suport pentru hidroizolatie de 2 cm grosime
Imbracaminte de beton asfaltic fin alcatuita din 2 straturi a 2.5
cm grosime
Asfalt turnat pe trotuare de 2 cm grosime
12 PG3 a2 Tencuiala din piatra artificiala mp 5.29 9.00 0.16
13 PG13 mp 2.88 1.05
14 Sipca impregnata 3x5 cm mc 1010.00 199.00
15 AS-PD12 Cofraje TEGO in dala mp 11.84 4.81
TOTAL LEI
Carton asfaltat in 2 straturi la rezemarea dalei pe culei
P130 b2Asim
PRET UNITAR DESCHIDEREA 6.00 m DESCHIDEREA 7.00 m
TO
TA
L
PLATFORMA 9.00 m PLATFORMA 9.00 mC
AN
TIT
AT
I
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
178.30 24.50 3797.50 345.45 225.40 4368.35 30.00 4650.00
3.28 80.00 245.60 16.80 262.40 85.00 260.95
3.93 2341.00 8661.70 538.43 9200.13 3185.00 11784.50
80.36 2.22 168.72
13.16 21.00 172.83 103.53 276.36 25.00 205.75
95.90 0.70 52.08 10.85 4.20 67.13 1.00 74.40
8.96 66.00 506.22 85.14 591.36 75.00 575.25
6.42 66.00 324.72 73.26 25.74 423.72 75.00 369.00
5.30 66.00 196.68 142.56 10.56 349.80 75.00 223.50
17.82 47.00 609.12 93.06 135.36 837.54 55.00 712.80
10.86 5.50 31.68 23.65 4.40 59.73 6.00 34.56
14.45 15.00 79.35 135.00 2.40 216.75 18.00 95.22
3.93 9.00 25.92 9.45 35.37 9.00 25.92
1209.00 0.03 30.30 5.97 36.27 0.03 30.30
16.65 50.00 592.00 240.50 832.50 60.00 710.40
15325.70 1823.65 408.06 17557.41 19921.27.
DESCHIDEREA 7.00 m DESCHIDEREA 8.00 m DESCHIDEREA 9.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m PLATFORMA 9.00 m
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
423.00 276.00 5349.00 36.50 5657.50 514.65 335.80 6507.95 45.50
17.85 278.80 108.00 331.56 22.68 354.24 124.00
732.55 12517.05 3775.00 13952.70 867.33 14820.03 4.38
9.68 178.40 2.62 199.12 11.42 210.54 3.19
123.29 329.00 30.00 246.90 147.90 394.80 33.00
15.50 6.00 95.90 130.00 96.72 20.15 7.80 124.07 1.60
96.75 672.00 83.00 636.61 107.07 743.68 93.00
83.25 29.25 481.50 83.00 408.36 92.13 32.37 532.86 93.00
162.00 12.00 397.50 83.00 247.34 198.28 13.28 439.90 93.00
108.90 158.40 980.10 63.00 816.46 124.74 181.44 1122.66 71.00
25.80 4.80 65.16 7.00 40.32 30.10 5.60 76.02 8.00
162.00 2.88 260.10 21.00 111.09 189.00 3.36 303.45 25.00
9.45 35.37 9.00 25.92 9.45 35.37 9.00
5.97 36.27 0.03 30.30 5.97 36.27 0.03
288.60 999.00 70.00 828.80 336.70 1165.50 80.00
2264.55 489.33 22675.15 23629.72 2658.57 579.65 26867.94
DESCHIDEREA 9.00 m DESCHIDEREA 10.00 mPLATFORMA 9.00 m PLATFORMA 9.00 m
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
CA
NT
ITA
TI
MA
TE
RIA
L
MA
NO
PE
RA
UT
ILA
J
TO
TA
L
7052.50 641.55 418.60 8112.65 54.50 8447.50 768.45 501.40 9717.35
380.68 26.04 406.72 134.00 411.38 28.14 439.52
16194.90 1006.17 17201.61 5490.00 20313.00 1262.70 21595.70
242.44 13.91 256.35 4.11 312.36 17.92 330.28
271.59 162.69 434.28 40.00 329.20 197.20 526.40
119.04 24.80 9.60 153.44 2.00 148.80 31.00 12.00 191.80
713.31 119.97 833.28 100.00 767.00 129.00 896.00
497.56 103.23 36.27 597.06 100.00 492.00 111.00 39.00 642.00
277.14 200.88 14.88 492.90 100.00 298.00 216.00 16.00 530.00
920.16 140.58 204.48 1265.22 78.00 1010.88 154.44 224.64 1389.96
46.08 34.40 6.40 86.68 9.00 51.84 38.70 7.20 97.74
132.25 225.00 4.00 361.25 30.00 158.70 270.00 4.80 433.50
25.92 9.45 35.37 9.00 25.92 9.45 35.37
30.30 5.97 36.27 0.03 30.30 5.97 36.27
947.20 384.80 1332.00 90.00 1065.60 432.90 1498.50
27811.07 3099.98 694.23 31605.28 33862.48 3672.87 805.04 38340.39