f2 deviz obiecte viaducttttttttt

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EVALUARE ESTIMATIVA - FAZA S.F. "CONSTRUCTIE VIADUCT , IN MUNICIPIUL CLUJ-NAPOCA" VARIANTA 2 26/04/2015 Euro = 4.4136 Nr. Denumirea lucrării U.M. Cantitati Pret unitar Valoare crt. lei / UM lei 1 2 3 4 5 6 OBIECT I - PASAJ SUBTERAN A. TUNEL INCHIS - TRONSON IV - L=90 ml Montare echipamente forare ech. 1 ### 140,000 Sapatura in teren foarte tare - mecanizare mc 8 65.0 526 Sapatura in teren foarte tare - manual mc 449 40.0 17,960 Captuseala exterioara din beton armat prefabricat L=6m - Beton C30/37 mc 1,190 460.0 547,400 - Armatura kg 179,643 4.5 808,394 - Cofraje mp 6,287 35.0 220,045 - Montaj elemente prefabricate pentru captuseala e buc 629 150.0 94,350 Hidroizolatie performanta protectie tunel mp 2,847 375.0 1,067,625 Captuseala interioara din beton armat torcretat - Beton C35/45 - in torcret mc 988 650.0 642,200 - Armatura kg 143,714 4.5 646,713 - Umplutura mc 1,618 55.0 88,990 Injectari in teren cu mortar de ciment mc 3,812 290.0 1,105,480 Tavan protectie in tunel mp 1,541 685.0 1,055,585 Tuburi de aerisire - aer curat ml 512 150.0 76,800 Tuburi de aerisire - aer contaminat ml 255 150.0 38,250 Puncte de ventilatie buc 2 5,500.0 11,000 Iluminat tunel buc 52 1,250.0 65,000 Pompe de apa + Camine vizitare + Puturi de colectar buc 2 13,700.0 27,400 Senzori de fum buc 4 3,200.0 12,800 Supraveghere video buc 4 6,500.0 26,000 TOTAL 6,692,518 B. AMENAJARE CALE ( pasaj + tunel) L=392ml ; B=8,6m Strat de nisip - 15cm mc 731 65.0 47,515 Hidroizolatie performanta protectie mp 4,752 375.0 1,782,000 Strat de balast - 30 cm mc 1,425 55.0 78,375 Beton rutier BcR4,5 - 25 cm mc 1,148 700.0 803,600 Armatura in beton rutier kg 182,777 4.5 822,497 Rigola carosabila din beton armat cu capac metalic ml 564 550.0 310,200 Dren longitudinal sub rigola ml 564 340.0 191,760 TOTAL 4,035,947 C. RAMPE SI TUNEL IN SAPATURA DESCHISA - TRONSON II+III - L=302ml Sapatura in teren foarte tare mc 16,920 65.0 1,099,800 Sprijiniri mp 2,506 50.0 125,300 Piloti forati din b.a. - 1208 buc ; L=12ml/buc ; d= ml 15,144 380.0 5,754,720 Beton C25/30 - in piloti ; d=500mm - cu pompa de be mc 2,976 550.0 1,636,800 Armatura - in piloti kg 575,486 4.5 2,589,687 Montare carcase de armatura in piloti kg 575,486 2.0 1,150,972 Beton C35/45 - in grinda ancoraj - 2 x 302x90x75 mc 426 525.0 223,650 Armatura - in grinda ancoraj kg 81,988 4.5 368,946 Cofraje - la grinda ancoraj mp 1,514 35.0 52,990 Beton C35/45 - in cap pilot + zid protectie mc 296 525.0 155,400 Armatura - in cap pilot+zid protectie kg 47,522 4.5 213,849 Cofraje - la cap pilot+zid protectie mp 1,368 35.0 47,880 Ancoraje post-tensionate L=14m buc 213 3,750.0 798,750 Beton C35/45 - in banchete dale pe cap piloti mc 401 525.0 210,525 Armatura - in banchete dale kg 53,475 4.5 240,638 Cofraje - banchete dale mp 869 35.0 30,415 Dala din grinzi prefabricate cu suprabetonare - Grinzi cu corzi aderente L=10,0 m ; h=52cm buc 271 4,250.0 1,151,750 - Beton C35/45 - in suprabetonare mc 428 525.0 224,700 - Armatura - in suprabetonare kg 76,244 4.5 343,098 - Cofraje - la suprabetonare mp 240 35.0 8,400 - Hidroizolatie performanta pe dale si vertical mp 5,612 375.0 2,104,500 - Beton C35/45 - protectie hidroizolatie mc 198 525.0 103,950 - Plasa sudata 10x10-100x100 kg 55,146 4.5 248,157 Camasuiala piloti 814

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Page 1: F2 Deviz Obiecte VIADUCTtttttttt

EVALUARE ESTIMATIVA - FAZA S.F."CONSTRUCTIE VIADUCT ,

IN MUNICIPIUL CLUJ-NAPOCA"VARIANTA 2

26/04/2015 Euro = 4.4136 leiNr. Denumirea lucrării U.M. Cantitati Pret unitar Valoare Valoare

crt. lei / UM lei Euro

1 2 3 4 5 6 7

OBIECT I - PASAJ SUBTERANA. TUNEL INCHIS - TRONSON IV - L=90 ml

Montare echipamente forare ech. 1 140,000.0 140,000 31,720 Sapatura in teren foarte tare - mecanizare mc 8 65.0 526 119 Sapatura in teren foarte tare - manual mc 449 40.0 17,960 4,069 Captuseala exterioara din beton armat prefabricat L=6m - Beton C30/37 mc 1,190 460.0 547,400 124,026 - Armatura kg 179,643 4.5 808,394 183,160 - Cofraje mp 6,287 35.0 220,045 49,856 - Montaj elemente prefabricate pentru captuseala exterioara buc 629 150.0 94,350 21,377 Hidroizolatie performanta protectie tunel mp 2,847 375.0 1,067,625 241,894 Captuseala interioara din beton armat torcretat - Beton C35/45 - in torcret mc 988 650.0 642,200 145,505 - Armatura kg 143,714 4.5 646,713 146,527 - Umplutura mc 1,618 55.0 88,990 20,163 Injectari in teren cu mortar de ciment mc 3,812 290.0 1,105,480 250,471 Tavan protectie in tunel mp 1,541 685.0 1,055,585 239,166 Tuburi de aerisire - aer curat ml 512 150.0 76,800 17,401 Tuburi de aerisire - aer contaminat ml 255 150.0 38,250 8,666 Puncte de ventilatie buc 2 5,500.0 11,000 2,492 Iluminat tunel buc 52 1,250.0 65,000 14,727 Pompe de apa + Camine vizitare + Puturi de colectare apa buc 2 13,700.0 27,400 6,208 Senzori de fum buc 4 3,200.0 12,800 2,900 Supraveghere video buc 4 6,500.0 26,000 5,891

TOTAL 6,692,518 1,516,340 B. AMENAJARE CALE ( pasaj + tunel) L=392ml ; B=8,6m

Strat de nisip - 15cm mc 731 65.0 47,515 10,765.59 Hidroizolatie performanta protectie mp 4,752 375.0 1,782,000 403,752 Strat de balast - 30 cm mc 1,425 55.0 78,375 17,758 Beton rutier BcR4,5 - 25 cm mc 1,148 700.0 803,600 182,074 Armatura in beton rutier kg 182,777 4.5 822,497 186,355 Rigola carosabila din beton armat cu capac metalic ml 564 550.0 310,200 70,283 Dren longitudinal sub rigola ml 564 340.0 191,760 43,448

TOTAL 4,035,947 914,434 C. RAMPE SI TUNEL IN SAPATURA DESCHISA - TRONSON II+III - L=302ml

Sapatura in teren foarte tare mc 16,920 65.0 1,099,800 249,184 Sprijiniri mp 2,506 50.0 125,300 28,390 Piloti forati din b.a. - 1208 buc ; L=12ml/buc ; d=500mm ml 15,144 380.0 5,754,720 1,303,861 Beton C25/30 - in piloti ; d=500mm - cu pompa de beton mc 2,976 550.0 1,636,800 370,854 Armatura - in piloti kg 575,486 4.5 2,589,687 586,752 Montare carcase de armatura in piloti kg 575,486 2.0 1,150,972 260,779 Beton C35/45 - in grinda ancoraj - 2 x 302x90x75 mc 426 525.0 223,650 50,673 Armatura - in grinda ancoraj kg 81,988 4.5 368,946 83,593 Cofraje - la grinda ancoraj mp 1,514 35.0 52,990 12,006 Beton C35/45 - in cap pilot + zid protectie mc 296 525.0 155,400 35,209 Armatura - in cap pilot+zid protectie kg 47,522 4.5 213,849 48,452 Cofraje - la cap pilot+zid protectie mp 1,368 35.0 47,880 10,848 Ancoraje post-tensionate L=14m buc 213 3,750.0 798,750 180,975 Beton C35/45 - in banchete dale pe cap piloti mc 401 525.0 210,525 47,699 Armatura - in banchete dale kg 53,475 4.5 240,638 54,522 Cofraje - banchete dale mp 869 35.0 30,415 6,891 Dala din grinzi prefabricate cu suprabetonare - Grinzi cu corzi aderente L=10,0 m ; h=52cm buc 271 4,250.0 1,151,750 260,955 - Beton C35/45 - in suprabetonare mc 428 525.0 224,700 50,911 - Armatura - in suprabetonare kg 76,244 4.5 343,098 77,737 - Cofraje - la suprabetonare mp 240 35.0 8,400 1,903 - Hidroizolatie performanta pe dale si vertical mp 5,612 375.0 2,104,500 476,822 - Beton C35/45 - protectie hidroizolatie mc 198 525.0 103,950 23,552 - Plasa sudata 10x10-100x100 kg 55,146 4.5 248,157 56,226 Camasuiala piloti 814

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- Beton C35/45 - in camasuiala piloti mc 814 525.0 427,350 96,826 - Armatura - in camasuiala kg 108,621 4.5 488,795 110,747 - Cofraje - la camasuieli mp 2,715 35.0 95,025 21,530

TOTAL 19,896,046 4,507,895 D. RAMPE CU ZID SPRIJIN - TRONSON I - L=180ml

Sapatura in teren foarte tare mc 3,133 65.0 203,645 46,140 Sprijiniri mp 417 50.0 20,850 4,724 Zid de sprijin din beton + parapet din beton - - Beton C35/45 - in zid sprijin mc 225 525.0 118,125 26,764 - Beton C35/45 - in parapet mc 55 525.0 28,875 6,542 - Armatura - in zid sprijin kg 64,755 4.5 291,398 66,023 - Cofraje - la zid sprijin si parapet mp 1,211 35.0 42,385 9,603 - Dren in spatele zidului de sprijin ml 188 275.0 51,700 11,714 - Dren din anrocamente mc 250 170.0 42,500 9,629 - Umplutura mc 1,044 55.0 57,420 13,010 - Hidroizolatie performanta protectie mp 397 375.0 148,875 33,731

TOTAL 1,005,773 227,880 TOTAL OBIECT I - PASAJ SUBTERAN 31,630,283 7,166,549

OBIECT II - AMENAJARE DRUM SI INTERSECTII IN ZONA PODULUIA. AMENAJARE INTERSECTIE STRADA CASTORULUI-STRADA TURNISORULUI-CALEA SURII MICI

CarosabilDesfacere borduri ml 188 7.5 1,410 319 Sapatura in teren tare mc 233 20.0 4,660 1,056 Frezare suprafata asfaltica mp 1,232 4.5 5,544 1,256 Decapare suprafata asfaltica mp 334 4.5 1,503 341 Taiere asfalt ml 146 9.0 1,314 298 Strat balast mc 135 55.0 7,425 1,682 Strat piatra sparta mc 43 200.0 8,600 1,949 Curatare suprafata mp 4,047 1.5 6,071 1,375 Amorsare suprafata cu emulsie bituminoasa mp 4,047 1.2 4,856 1,100 Strat de baza din AB2 - 6 cm to 64 300.0 19,200 4,350 Strat de legatura din BAD25 - 6 cm to 234 330.0 77,220 17,496 Strat de uzura din BA16 - 4 cm to 163 350.0 57,050 12,926 Borduri mari 20x25cm ml 219 45.0 9,855 2,233 Beton C8/10 - fundatii borduri mc 11 300.0 3,300 748 Aducere la cota camine buc 5 30.0 150 34 Aducere la cota guri scurgere buc 10 25.0 250 57 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 42 500.0 21,000 4,758 Marcaj rutier longitudinal km 0.30 2,500.0 750 170 Marcaj rutier transversal mp 63 20.0 1,260 285 Indicatoare de circulatie buc 15 450.0 6,750 1,529 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 Trotuare - Sapatura in teren tare mc 52 20.0 1,040 236 Spargere betoane mc 10 98.0 980 222 Decapare suprafata asfaltica mp 167 4.5 752 170 Strat balast mc 26 55.0 1,430 324 Strat de balast stabilizat cu ciment mc 26 180.0 4,680 1,060 Curatare suprafata mp 495 1.5 743 168 Amorsare suprafata cu emulsie bituminoasa mp 495 1.2 594 135 Preluare denivelari cu BA16 - 3cm to 12 350.0 4,200 952 Strat de uzura din BA8 - 4 cm to 31 360.0 11,160 2,529 Borduri mici - 10x15cm ml 209 25.0 5,225 1,184 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408 Amenajare zona verde + inierbare mp 256 10.0 2,560 580 Taluzare teren mp 256 2.5 640 145

TOTAL INTERSECTIE 279,171 63,252 B. AMENAJARE INTERSECTIE STRADA MAGHERANULUI-CALEA SURII MICI

CarosabilDesfacere borduri ml 84 7.5 630 143 Sapatura in teren tare mc 151 20.0 3,020 684 Frezare suprafata asfaltica mp 496 4.5 2,232 506 Decapare suprafata asfaltica mp 146 4.5 657 149 Taiere asfalt ml 104 9.0 936 212 Strat balast mc 90 55.0 4,950 1,122 Strat piatra sparta mc 34 200.0 6,800 1,541 Curatare suprafata mp 1,613 1.5 2,420 548 Amorsare suprafata cu emulsie bituminoasa mp 1,613 1.2 1,936 439 Strat de baza din AB2 - 6 cm to 48 300.0 14,400 3,263

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Strat de legatura din BAD25 - 6 cm to 104 330.0 34,320 7,776 Strat de uzura din BA16 - 4 cm to 54 350.0 18,900 4,282 Borduri mari 20x25cm ml 104 45.0 4,680 1,060 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408 Aducere la cota camine buc 5 30.0 150 34 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 21 500.0 10,500 2,379 Marcaj rutier longitudinal km 0.30 2,500.0 750 170 Marcaj rutier transversal mp 68 20.0 1,360 308 Indicatoare de circulatie buc 18 450.0 8,100 1,835 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 12 20.0 240 54 Spargere betoane mc 4 98.0 392 89 Decapare suprafata asfaltica mp 21 4.5 95 21 Strat balast mc 5 55.0 275 62 Strat de balast stabilizat cu ciment mc 5 180.0 900 204 Curatare suprafata mp 261 1.5 392 89 Amorsare suprafata cu emulsie bituminoasa mp 261 1.2 313 71 Preluare denivelari cu BA16 - 3cm to 8 350.0 2,800 634 Strat de uzura din BA8 - 4 cm to 15 360.0 5,400 1,223 Borduri mici - 10x15cm ml 113 25.0 2,825 640 Beton C8/10 - fundatii borduri mc 3 300.0 900 204 Amenajare zona verde + inierbare mp 117 10.0 1,170 265 Taluzare teren mp 117 2.5 293 66

TOTAL INTERSECTIE 139,734 31,660 C. AMENAJARE INTERSECTIE STRADA CARAMIDARIEI-CALEA SURII MICI

CarosabilDesfacere borduri ml 537 7.5 4,028 913 Sapatura in teren tare mc 574 20.0 11,480 2,601 Frezare suprafata asfaltica mp 1,776 4.5 7,992 1,811 Decapare suprafata asfaltica mp 470 4.5 2,115 479 Taiere asfalt ml 537 9.0 4,833 1,095 Strat balast mc 282 55.0 15,510 3,514 Strat piatra sparta mc 94 200.0 18,800 4,260 Curatare suprafata mp 6,475 1.5 9,713 2,201 Amorsare suprafata cu emulsie bituminoasa mp 6,475 1.2 7,770 1,760 Strat de baza din AB2 - 6 cm to 73 300.0 21,900 4,962 Strat de legatura din BAD25 - 6 cm to 418 330.0 137,940 31,253 Strat de uzura din BA16 - 4 cm to 266 350.0 93,100 21,094 Borduri mari 20x25cm ml 700 45.0 31,500 7,137 Beton C8/10 - fundatii borduri mc 36 300.0 10,800 2,447 Aducere la cota camine buc 13 30.0 390 88 Aducere la cota guri scurgere buc 3 25.0 75 17 Guri scurgere noi buc 9 675.0 6,075 1,376 Racord guri scurgere la canalizare existenta ml 47 500.0 23,500 5,324 Marcaj rutier longitudinal km 0.45 2,500.0 1,125 255 Marcaj rutier transversal mp 31 20.0 620 140 Indicatoare de circulatie buc 24 450.0 10,800 2,447 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareUmplutura de pamant mc 94 18.0 1,692 383 Spargere betoane mc 157 98.0 15,386 3,486 Decapare suprafata asfaltica mp 219 4.5 986 223 Strat balast mc 26 55.0 1,430 324 Strat de balast stabilizat cu ciment mc 26 180.0 4,680 1,060 Curatare suprafata mp 261 1.5 392 89 Amorsare suprafata cu emulsie bituminoasa mp 595 1.2 714 162 Preluare denivelari cu BA16 - 3cm to 21 350.0 7,350 1,665 Strat de uzura din BA8 - 4 cm to 36 360.0 12,960 2,936 Borduri mici - 10x15cm ml 198 25.0 4,950 1,122 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408 Amenajare zona verde + inierbare mp 157 10.0 1,570 356 Taluzare teren mp 157 2.5 393 89

TOTAL INTERSECTIE 476,867 108,045 D. AMENAJARE INTERSECTIE STRADA DEMETRESCU TRAIAN-CALEA SURII MICI

CarosabilSapatura in teren tare mc 225 20.0 4,500 1,020 Strat balast mc 167 55.0 9,185 2,081 Strat piatra sparta mc 52 200.0 10,400 2,356

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Curatare suprafata mp 689 1.5 1,034 234 Amorsare suprafata cu emulsie bituminoasa mp 689 1.2 827 187 Strat de legatura din BAD25 - 6 cm to 50 330.0 16,500 3,738 Strat de uzura din BA16 - 4 cm to 33 350.0 11,550 2,617 Borduri mari 20x25cm ml 151 45.0 6,795 1,540 Beton C8/10 - fundatii borduri mc 8 300.0 2,400 544 Aducere la cota camine buc 1 30.0 30 7 Aducere la cota guri scurgere buc 2 25.0 50 11 Guri scurgere noi buc 2 675.0 1,350 306 Racord guri scurgere la canalizare existenta ml 10 500.0 5,000 1,133 Marcaj rutier longitudinal km 0.20 2,500.0 500 113 Marcaj rutier transversal mp 31 20.0 620 140 Indicatoare de circulatie buc 7 450.0 3,150 714 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 44 20.0 880 199 Spargere betoane mc 2 98.0 196 44 Strat balast mc 19 55.0 1,045 237 Strat de balast stabilizat cu ciment mc 19 180.0 3,420 775 Curatare suprafata mp 125 1.5 188 42 Amorsare suprafata cu emulsie bituminoasa mp 125 1.2 150 34 Strat de uzura din BA8 - 4 cm to 13 360.0 4,680 1,060 Borduri mici - 10x15cm ml 73 25.0 1,825 413 Beton C8/10 - fundatii borduri mc 2 300.0 600 136

TOTAL INTERSECTIE 89,374 20,250 E. AMENAJARE DRUM DE ACCES INTRE STRADA MAGHERANULUI-STRADA DEMETRESCU TRAIAN

CarosabilSapatura in teren tare mc 377 20.0 7,540 1,708 Desfacere borduri ml 157 7.5 1,178 267 Taiere asfalt ml 157 9.0 1,413 320 Strat balast mc 238 55.0 13,090 2,966 Strat piatra sparta mc 88 200.0 17,600 3,988 Curatare suprafata mp 1,159 1.5 1,739 394 Amorsare suprafata cu emulsie bituminoasa mp 1,159 1.2 1,391 315 Strat de legatura din BAD25 - 6 cm to 84 330.0 27,720 6,281 Strat de uzura din BA16 - 4 cm to 56 350.0 19,600 4,441 Borduri mari 20x25cm ml 334 45.0 15,030 3,405 Beton C8/10 - fundatii borduri mc 19 300.0 5,700 1,291 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 21 500.0 10,500 2,379 Marcaj rutier longitudinal km 0.20 2,500.0 500 113 Marcaj rutier transversal mp 31 20.0 620 140 Indicatoare de circulatie buc 7 450.0 3,150 714 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 15 20.0 300 68 Spargere betoane mc 8 98.0 784 178 Decapare suprafata asfaltica mp 42 4.5 189 43 Strat balast mc 6 55.0 330 75 Strat de balast stabilizat cu ciment mc 6 180.0 1,080 245 Curatare suprafata mp 460 1.5 690 156 Amorsare suprafata cu emulsie bituminoasa mp 460 1.2 552 125 Preluarecu BA16 - 4 cm to 56 350.0 19,600 4,441 Strat de uzura din BA8 - 4 cm to 24 360.0 8,640 1,958 Borduri mici - 10x15cm ml 172 25.0 4,300 974 Beton C8/10 - fundatii borduri mc 5 300.0 1,500 340 Frezare suprafata asfaltica mp 783 4.5 3,524 798 Curatare suprafata mp 783 1.5 1,175 266 Amorsare suprafata cu emulsie bituminoasa mp 783 1.2 940 213 Strat de legatura din BAD25 - 6 cm to 56 330.0 18,480 4,187 Strat de uzura din BA16 - 4 cm to 38 350.0 13,300 3,013 Sapatura in teren tare mc 50 20.0 1,000 227 Strat balast mc 21 55.0 1,155 262 Strat de balast stabilizat cu ciment mc 21 180.0 3,780 856 Curatare suprafata mp 282 1.5 423 96 Amorsare suprafata cu emulsie bituminoasa mp 282 1.2 338 77 Strat de uzura din BA16 - 4 cm to 14 350.0 4,900 1,110 Strat de uzura din BA8 - 4 cm to 14 360.0 5,040 1,142 Borduri mici - 10x15cm ml 139 25.0 3,475 787 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408

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TOTAL DRUM ACCES 229,264 51,945 F. AMENAJARE DRUM DE ACCES INTRE STRADA CASTORULUI-STRADA MAGHERANULUI

CarosabilSapatura in teren tare mc 347 20.0 6,940 1,572 Desfacere borduri ml 78 7.5 585 133 Taiere asfalt ml 78 9.0 702 159 Strat balast mc 219 55.0 12,045 2,729 Strat piatra sparta mc 80 200.0 16,000 3,625 Curatare suprafata mp 1,065 1.5 1,598 362 Amorsare suprafata cu emulsie bituminoasa mp 1,065 1.2 1,278 290 Strat de legatura din BAD25 - 6 cm to 77 330.0 25,410 5,757 Strat de uzura din BA16 - 4 cm to 51 350.0 17,850 4,044 Borduri mari 20x25cm ml 305 45.0 13,725 3,110 Beton C8/10 - fundatii borduri mc 17 300.0 5,100 1,156 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 21 500.0 10,500 2,379 Marcaj rutier longitudinal km 0.20 2,500.0 500 113 Marcaj rutier transversal mp 31 20.0 620 140 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 11 20.0 220 50 Spargere betoane mc 8 98.0 784 178 Decapare suprafata asfaltica mp 42 4.5 189 43 Strat balast mc 5 55.0 275 62 Strat de balast stabilizat cu ciment mc 5 180.0 900 204 Curatare suprafata mp 480 1.5 720 163 Amorsare suprafata cu emulsie bituminoasa mp 480 1.2 576 131 Preluarecu BA16 - 4 cm to 17 350.0 5,950 1,348 Strat de uzura din BA8 - 4 cm to 25 360.0 9,000 2,039 Borduri mici - 10x15cm ml 152 25.0 3,800 861 Beton C8/10 - fundatii borduri mc 4 300.0 1,200 272

TOTAL DRUM ACCES 141,667 32,098 TOTAL OBIECT II - DRUM+INTERSECTII ZONA PASAJ 1,356,075 307,249

OBIECT III - AMENAJARE DRUM DE ACCES + PLATFORME DE LUCRUUmplutura piatra sparta - platforme+drum acces peste linii CF mc 606 200.0 121,200 27,461 Dale prefabricate din beton 1,4x2,5x0,2m (G=1,75t/buc) buc 52 400.0 20,800 4,713 Grinzi de lemn (traverse) mc 42 450.0 18,900 4,282

TOTAL OBIECT III - DRUM ACCES+PLATFORME 160,900 36,456 OBIECT IV - UTILITATI

LUCRARI LA CALEA FERATA (mutare cabluri,semafoare,etc.) lei 110,000 24,923 LUCRARI LA ECHIPAMENTE DE C.F. afectate de investitie lei 95,000 21,524 MUTARE CONDUCTA GAZ ml 543 150.0 81,450 18,454 LUCRARI DE ILUMINAT PUBLIC (stalpi) buc 44 2,500.0 110,000 24,923 LUCRARI DE CANALIZARE PLUVIALA ml 433 500.0 216,500 49,053 LUCRARI DE DEVIERE CANALIZARE EXISTENTA ml 409 750.0 306,750 69,501 REFACERE ACCESE - spre proprietati afectate buc 2 35,000.0 70,000 15,860 MUTARE STALPI ELECTRICI buc 18 5,000.0 90,000 20,392

TOTAL OBIECT IV - UTILITATI 1,079,700 244,630

TOTAL DEVIZ FARA T.V.A. (lei) 34,226,958 7,754,884

Intocmit, Verificat,Ing. Ing.

EVALUARE ESTIMATIVA - FAZA S.F."CONSTRUCTIE VIADUCT ,

IN MUNICIPIUL CLUJ-NAPOCA"VARIANTA 1

Aug-09 Euro = 4.2088 lei

Nr. Denumirea lucrării U.M. Cantitati Pret unitar Valoare Valoare

crt. lei / UM lei Euro

1 2 3 4 5 6 7

OBIECT I - PASAJ NOUA. INFRASTRUCTURA

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Sapatura in teren foarte tare mc 1,932 20.0 38,640 8,755 Sprijiniri mp 209 25.0 5,225 1,184 Umplutura de pamant mc 1,462 18.0 26,316 5,962 Piloti tip Benotto D=1080mm , L=15m/buc - 66buc ml 1,034 2,500.0 2,585,000 585,690 Beton C25/30 - in pila, culei mc 595 425.0 252,875 57,294 Beton C30/37 - in elevatii mc 794 460.0 365,240 82,753 Beton C8/10 - egalizare mc 104 300.0 31,200 7,069 Armatura culei+elevatii+pile kg 219,332 4.5 986,994 223,626 Cofraje culei+elevatii+pile mp 1,634 17.0 27,778 6,294 Hidroizolatie din bitum filerizat mp 157 7.0 1,099 249 Dren in spatele culeilor mc 61 115.0 7,015 1,589 Barbacane din tub PVC d=110mm ml 10 17.0 170 39 Geotextil in dren mp 157 9.0 1,413 320 Sistem de protectie din ziduri la infrastructuri pasaj - - Sapatura in teren foarte tare mc 209 20.0 4,180 947 - Beton C25/30 - in pila, culei mc 52 425.0 22,100 5,007 - Armatura kg 7,833 4.5 35,249 7,986 - Cofraje mp 209 17.0 3,553 805 Taiere copaci existenti si replantare copaci buc 31 35.0 1,085 246 Gard nou ml 209 40.0 8,360 1,894 Ridicare porti buc 5 75.0 375 85

TOTAL INFRASTRUCTURA 4,403,867 997,795 B. SUPRASTRUCTURA

Confectii metalice OL52 - grinzi HEB100, L=22-24m/8 buc kg 391,665 7.5 2,937,488 665,554 Confectii metalice OL52 - grinzi cu zabrele, L=60,3m kg 652,775 7.5 4,895,813 1,109,256 Vopsitorii confectii metalice kg 1,044,440 1.5 1,566,660 354,962 Beton C35/45 in placa+grinda parapet mc 848 480.0 407,040 92,224 Armatura kg 142,043 4.5 639,194 144,824 Cofraje mp 2,882 17.0 48,994 11,101 Conectori 22x175 buc 17,285 10.0 172,850 39,163 Hidroizolatie performanta+Protectie hidroizolatie mp 2,731 275.0 751,025 170,162 Sapa de protectie hidroiz.din mortar asfaltic - 3cm mp 2,731 30.0 81,930 18,563 Strat de uzura din BAmP16 - pe pod - 4+4cm to 371 350.0 129,850 29,420 Strat de uzura din BA8-etans pe trotuare - 3cm to 42 360.0 15,120 3,426 Aparate de reazem din neopren - mobile - 310x350x70 buc 71 1,050.0 74,550 16,891 Aparate de reazem tip oala buc 4 2,750.0 11,000 2,492 Dispozitiv acoperire rost de dilatatie - 100mm ml 26 4,250.0 110,500 25,036 Dispozitiv acoperire rost de dilatatie - 50mm ml 94 2,250.0 211,500 47,920 Umplutura din celochit ml 261 97.0 25,317 5,736 Umplutura in trotuar din beton C12/15 mc 78 325.0 25,350 5,744 Tuburi PVC d=110mm - la trotuar ml 2,611 17.0 44,387 10,057 Guri de scurgere buc 21 375.0 7,875 1,784 Tuburi de evacuare apa ml 522 25.0 13,050 2,957 Parapet pietonal metalic ml 180 550.0 99,000 22,431 Parapet directional metalic (92kg/ml) ml 209 450.0 94,050 21,309 Parapet prefabricat tip "L" din beton (0,8t/buc) buc 345 950.0 327,750 74,259 Mana curenta pe parapet beton ml 345 150.0 51,750 11,725 Borduri mari 20x25cm ml 209 45.0 9,405 2,131 Beton C8/10 - fundatii borduri mc 11 300.0 3,300 748 Plasa protectie pe pod la CF mp 313 65.0 20,345 4,610 Panouri antifonice transparente ml 522 175.0 91,350 20,697 Marcaj rutier longitudinal km 0.50 2,500.0 1,250 283 Esafodaje pt. sustinere suprastructura metalica - Beton C8/10 in fundatii esafodaje mc 53 300.0 15,900 3,603 - Confectii metalice (popi metalici de inventar + mat.met.inventa kg 88,777 3.0 266,331 60,343 Semnalizarea lucrarii pe durata executiei pct. 2 1,250.0 2,500 566

TOTAL SUPRASTRUCTURA 13,152,423 2,979,976 C. RAMPE CAROSABILE DE ACCES ( L = 72 m + 82 m )

Sapatura in teren tare mc 1,462 20.0 29,240 6,625 Umplutura de balast mc 1,984 55.0 109,120 24,724 Cofraje mp 919 17.0 15,623 3,540 Beton C12/15 - in fundatie mc 313 330.0 103,290 23,403 Beton C16/20 - in fundatie mc 355 350.0 124,250 28,152 Beton C25/30 - in elevatie mc 52 425.0 22,100 5,007 Elem.pref.din bet.C30/37- 1,0x0,5x0,6m - pt.ancorare geogrile buc 1,368 140.0 191,520 43,393 Geogrile unidirectionale (40kN) mp 4,804 45.0 216,180 48,980

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Parapet prefabricat tip "L" din beton (0,8t/buc) buc 322 960.0 309,120 70,038 Mana curenta pe parapet beton ml 418 150.0 62,700 14,206 Sistem rutier pe rampa carosabila de acces - Sapatura in teren tare mc 339 20.0 6,780 1,536 - Decapare suprafata asfaltica mp 1,927 4.5 8,672 1,965 - Taiere asfalt ml 52 9.0 468 106 - Strat balast mc 397 55.0 21,835 4,947 - Strat de piatra sparta mc 230 200.0 46,000 10,422 - Curatare suprafata mp 3,447 1.5 5,171 1,171 - Amorsare suprafata cu emulsie bituminoasa mp 3,447 1.2 4,136 937 - Strat de baza din AB2 - 10 cm to 282 300.0 84,600 19,168 - Strat de legatura din BAD25 - 6 cm to 167 330.0 55,110 12,486 - Strat de uzura din BA16 - 4 cm to 115 350.0 40,250 9,120 - Guri de scurgere noi tip A1 buc 8 675.0 5,400 1,223 - Racord guri scurgere la canalizarea pluviala ml 42 250.0 10,500 2,379

TOTAL RAMPE CAROSABILE DE ACCES 1,472,064 333,529 D. RAMPE DE ACCES CICLISTI SI PIETONAL

InfrastructuraSapatura in teren foarte tare mc 836 20.0 16,720 3,788 Sprijiniri mp 261 25.0 6,525 1,478 Umplutura de pamant mc 836 18.0 15,048 3,409 Beton C20/25 - in fundatii mc 198 380.0 75,240 17,047 Beton C30/37 - in elevatii pile+culei mc 157 460.0 72,220 16,363 Armatura culei+elevatii+pile kg 31,333 4.5 140,999 31,946 Cofraje culei+elevatii+pile mp 371 17.0 6,307 1,429 Hidroizolatie din bitum filerizat mp 27 7.0 189 43 Dren in spatele culeilor mc 5 115.0 575 130 Barbacane din tub PVC d=110mm ml 5 17.0 85 19 Geotextil in dren mp 26 9.0 234 53 Suprastructura Confectii metalice OL37 - grinzi HE1000B kg 214,110 7.5 1,605,825 363,836 Vopsitorii confectii metalice kg 214,110 1.5 321,165 72,767 Beton C30/37 mc 198 460.0 91,080 20,636 Armatura kg 177,555 4.5 798,998 181,031 Cofraje mp 1,169 17.0 19,873 4,503 Hidroizolatie performanta+Protectie hidroizolatie mp 710 275.0 195,250 44,238 Sapa de protectie hidroiz.din mortar asfaltic - 3cm mp 710 30.0 21,300 4,826 Strat de uzura din BA8-etans- pe cale - 3cm to 42 360.0 15,120 3,426 Aparate de reazem din neopren -mobile - 200x350x52 buc 25 900.0 22,500 5,098 Dispozitiv acoperire rost de dilatatie - 50mm ml 21 2,250.0 47,250 10,706 Parapet directional metalic (50kg/ml) ml 564 325.0 183,300 41,531 Scari de accesSapatura in teren foarte tare mc 313 20.0 6,260 1,418 Sprijiniri mp 78 25.0 1,950 442 Umplutura de pamant mc 313 18.0 5,634 1,277 Beton C20/25 - in fundatii mc 178 380.0 67,640 15,325 Beton C30/37 mc 491 460.0 225,860 51,174 Armatura kg 104,444 4.5 469,998 106,489 Cofraje mp 1,253 17.0 21,301 4,826 Parapet directional metalic (50kg/ml) ml 209 325.0 67,925 15,390 Esafodaje pt. sustinere suprastructura metalica - Beton C8/10 in fundatii esafodaje mc 8 300.0 2,400 544 - Confectii metalice (popi metalici de inventar + mat.met.inventa kg 13,577 3.0 40,731 9,229

TOTAL RAMPE CICLISTI SI PIETONAL 4,565,501 1,034,417 TOTAL OBIECT I - PASAJ NOU 23,593,854 5,345,717

OBIECT II - AMENAJARE DRUM SI INTERSECTII IN ZONA PODULUIA. AMENAJARE INTERSECTIE STRADA CASTORULUI-STRADA TURNISORULUI-CALEA SURII MICI

CarosabilDesfacere borduri ml 188 7.5 1,410 319 Sapatura in teren tare mc 233 20.0 4,660 1,056 Frezare suprafata asfaltica mp 1,232 4.5 5,544 1,256 Decapare suprafata asfaltica mp 334 4.5 1,503 341 Taiere asfalt ml 146 9.0 1,314 298 Strat balast mc 136 55.0 7,480 1,695 Strat piatra sparta mc 44 200.0 8,800 1,994

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Curatare suprafata mp 4,047 1.5 6,071 1,375 Amorsare suprafata cu emulsie bituminoasa mp 4,047 1.2 4,856 1,100 Strat de baza din AB2 - 6 cm to 64 300.0 19,200 4,350 Strat de legatura din BAD25 - 6 cm to 234 330.0 77,220 17,496 Strat de uzura din BA16 - 4 cm to 163 350.0 57,050 12,926 Borduri mari 20x25cm ml 219 45.0 9,855 2,233 Beton C8/10 - fundatii borduri mc 11 300.0 3,300 748 Aducere la cota camine buc 5 30.0 150 34 Aducere la cota guri scurgere buc 10 25.0 250 57 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 42 500.0 21,000 4,758 Marcaj rutier longitudinal km 0.30 2,500.0 750 170 Marcaj rutier transversal mp 63 20.0 1,260 285 Indicatoare de circulatie buc 15 450.0 6,750 1,529 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 Trotuare - Sapatura in teren tare mc 52 20.0 1,040 236 Spargere betoane mc 10 98.0 980 222 Decapare suprafata asfaltica mp 167 4.5 752 170 Strat balast mc 26 55.0 1,430 324 Strat de balast stabilizat cu ciment mc 26 180.0 4,680 1,060 Curatare suprafata mp 495 1.5 743 168 Amorsare suprafata cu emulsie bituminoasa mp 495 1.2 594 135 Preluare denivelari cu BA16 - 3cm to 13 350.0 4,550 1,031 Strat de uzura din BA8 - 4 cm to 31 360.0 11,160 2,529 Borduri mici - 10x15cm ml 209 25.0 5,225 1,184 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408 Amenajare zona verde + inierbare mp 256 10.0 2,560 580 Taluzare teren mp 256 2.5 640 145

TOTAL INTERSECTIE 279,776 63,390 B. AMENAJARE INTERSECTIE STRADA MAGHERANULUI-CALEA SURII MICI

CarosabilDesfacere borduri ml 83 7.5 623 141 Sapatura in teren tare mc 151 20.0 3,020 684 Frezare suprafata asfaltica mp 496 4.5 2,232 506 Decapare suprafata asfaltica mp 146 4.5 657 149 Taiere asfalt ml 104 9.0 936 212 Strat balast mc 90 55.0 4,950 1,122 Strat piatra sparta mc 34 200.0 6,800 1,541 Curatare suprafata mp 1,614 1.5 2,421 549 Amorsare suprafata cu emulsie bituminoasa mp 1,614 1.2 1,937 439 Strat de baza din AB2 - 6 cm to 48 300.0 14,400 3,263 Strat de legatura din BAD25 - 6 cm to 104 330.0 34,320 7,776 Strat de uzura din BA16 - 4 cm to 54 350.0 18,900 4,282 Borduri mari 20x25cm ml 104 45.0 4,680 1,060 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408 Aducere la cota camine buc 5 30.0 150 34 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 21 500.0 10,500 2,379 Marcaj rutier longitudinal km 0.30 2,500.0 750 170 Marcaj rutier transversal mp 68 20.0 1,360 308 Indicatoare de circulatie buc 18 450.0 8,100 1,835 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 11 20.0 220 50 Spargere betoane mc 4 98.0 392 89 Decapare suprafata asfaltica mp 21 4.5 95 21 Strat balast mc 5 55.0 275 62 Strat de balast stabilizat cu ciment mc 5 180.0 900 204 Curatare suprafata mp 261 1.5 392 89 Amorsare suprafata cu emulsie bituminoasa mp 261 1.2 313 71 Preluare denivelari cu BA16 - 3cm to 8 350.0 2,800 634 Strat de uzura din BA8 - 4 cm to 15 360.0 5,400 1,223 Borduri mici - 10x15cm ml 113 25.0 2,825 640 Beton C8/10 - fundatii borduri mc 3 300.0 900 204 Amenajare zona verde + inierbare mp 117 10.0 1,170 265

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Taluzare teren mp 117 2.5 293 66 TOTAL INTERSECTIE 139,709 31,654

C. AMENAJARE INTERSECTIE STRADA CARAMIDARIEI-CALEA SURII MICICarosabilDesfacere borduri ml 358 7.5 2,685 608 Sapatura in teren tare mc 348 20.0 6,960 1,577 Frezare suprafata asfaltica mp 1,133 4.5 5,099 1,155 Decapare suprafata asfaltica mp 313 4.5 1,409 319 Taiere asfalt ml 358 9.0 3,222 730 Strat balast mc 188 55.0 10,340 2,343 Strat piatra sparta mc 60 200.0 12,000 2,719 Curatare suprafata mp 4,314 1.5 6,471 1,466 Amorsare suprafata cu emulsie bituminoasa mp 4,314 1.2 5,177 1,173 Strat de baza din AB2 - 6 cm to 46 300.0 13,800 3,127 Strat de legatura din BAD25 - 6 cm to 277 330.0 91,410 20,711 Strat de uzura din BA16 - 4 cm to 178 350.0 62,300 14,115 Borduri mari 20x25cm ml 465 45.0 20,925 4,741 Beton C8/10 - fundatii borduri mc 24 300.0 7,200 1,631 Aducere la cota camine buc 8 30.0 240 54 Aducere la cota guri scurgere buc 2 25.0 50 11 Guri scurgere noi buc 6 675.0 4,050 918 Racord guri scurgere la canalizare existenta ml 31 500.0 15,500 3,512 Marcaj rutier longitudinal km 0.30 2,500.0 750 170 Marcaj rutier transversal mp 21 20.0 420 95 Indicatoare de circulatie buc 16 450.0 7,200 1,631 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareUmplutura de pamant mc 57 18.0 1,026 232 Spargere betoane mc 90 98.0 8,820 1,998 Decapare suprafata asfaltica mp 146 4.5 657 149 Strat balast mc 15 55.0 825 187 Strat de balast stabilizat cu ciment mc 15 180.0 2,700 612 Curatare suprafata mp 146 1.5 219 50 Amorsare suprafata cu emulsie bituminoasa mp 392 1.2 470 107 Preluare denivelari cu BA16 - 3cm to 11 350.0 3,850 872 Strat de uzura din BA8 - 4 cm to 24 360.0 8,640 1,958 Borduri mici - 10x15cm ml 131 25.0 3,275 742 Beton C8/10 - fundatii borduri mc 4 300.0 1,200 272 Amenajare zona verde + inierbare mp 104 10.0 1,040 236 Taluzare teren mp 104 2.5 260 59

TOTAL INTERSECTIE 312,689 70,847 D. AMENAJARE INTERSECTIE STRADA DEMETRESCU TRAIAN-CALEA SURII MICI

CarosabilSapatura in teren tare mc 225 20.0 4,500 1,020 Strat balast mc 167 55.0 9,185 2,081 Strat piatra sparta mc 52 200.0 10,400 2,356 Curatare suprafata mp 689 1.5 1,034 234 Amorsare suprafata cu emulsie bituminoasa mp 689 1.2 827 187 Strat de legatura din BAD25 - 6 cm to 50 330.0 16,500 3,738 Strat de uzura din BA16 - 4 cm to 33 350.0 11,550 2,617 Borduri mari 20x25cm ml 151 45.0 6,795 1,540 Beton C8/10 - fundatii borduri mc 8 300.0 2,400 544 Aducere la cota camine buc 1 30.0 30 7 Aducere la cota guri scurgere buc 2 25.0 50 11 Guri scurgere noi buc 2 675.0 1,350 306 Racord guri scurgere la canalizare existenta ml 10 500.0 5,000 1,133 Marcaj rutier longitudinal km 0.20 2,500.0 500 113 Marcaj rutier transversal mp 31 20.0 620 140 Indicatoare de circulatie buc 7 450.0 3,150 714 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 44 20.0 880 199 Spargere betoane mc 2 98.0 196 44 Strat balast mc 19 55.0 1,045 237 Strat de balast stabilizat cu ciment mc 19 180.0 3,420 775 Curatare suprafata mp 125 1.5 188 42

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Amorsare suprafata cu emulsie bituminoasa mp 125 1.2 150 34 Strat de uzura din BA8 - 4 cm to 13 360.0 4,680 1,060 Borduri mici - 10x15cm ml 73 25.0 1,825 413 Beton C8/10 - fundatii borduri mc 2 300.0 600 136

TOTAL INTERSECTIE 89,374 20,250 E. AMENAJARE DRUM DE ACCES INTRE STRADA MAGHERANULUI-STRADA DEMETRESCU TRAIAN

CarosabilSapatura in teren tare mc 377 20.0 7,540 1,708 Desfacere borduri ml 157 7.5 1,178 267 Taiere asfalt ml 157 9.0 1,413 320 Strat balast mc 238 55.0 13,090 2,966 Strat piatra sparta mc 88 200.0 17,600 3,988 Curatare suprafata mp 1,159 1.5 1,739 394 Amorsare suprafata cu emulsie bituminoasa mp 1,159 1.2 1,391 315 Strat de legatura din BAD25 - 6 cm to 84 330.0 27,720 6,281 Strat de uzura din BA16 - 4 cm to 56 350.0 19,600 4,441 Borduri mari 20x25cm ml 334 45.0 15,030 3,405 Beton C8/10 - fundatii borduri mc 19 300.0 5,700 1,291 Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 21 500.0 10,500 2,379 Marcaj rutier longitudinal km 0.20 2,500.0 500 113 Marcaj rutier transversal mp 31 20.0 620 140 Indicatoare de circulatie buc 7 450.0 3,150 714 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 15 20.0 300 68 Spargere betoane mc 8 98.0 784 178 Decapare suprafata asfaltica mp 42 4.5 189 43 Strat balast mc 6 55.0 330 75 Strat de balast stabilizat cu ciment mc 6 180.0 1,080 245 Curatare suprafata mp 460 1.5 690 156 Amorsare suprafata cu emulsie bituminoasa mp 460 1.2 552 125 Preluarecu BA16 - 4 cm to 56 350.0 19,600 4,441 Strat de uzura din BA8 - 4 cm to 24 360.0 8,640 1,958 Borduri mici - 10x15cm ml 172 25.0 4,300 974 Beton C8/10 - fundatii borduri mc 5 300.0 1,500 340 ParcariFrezare suprafata asfaltica mp 783 4.5 3,524 798 Curatare suprafata mp 783 1.5 1,175 266 Amorsare suprafata cu emulsie bituminoasa mp 783 1.2 940 213 Strat de legatura din BAD25 - 6 cm to 56 330.0 18,480 4,187 Strat de uzura din BA16 - 4 cm to 38 350.0 13,300 3,013 Pista de ciclistiSapatura in teren tare mc 50 20.0 1,000 227 Strat balast mc 21 55.0 1,155 262 Strat de balast stabilizat cu ciment mc 21 180.0 3,780 856 Curatare suprafata mp 282 1.5 423 96 Amorsare suprafata cu emulsie bituminoasa mp 282 1.2 338 77 Strat de uzura din BA16 - 4 cm to 14 350.0 4,900 1,110 Strat de uzura din BA8 - 4 cm to 14 360.0 5,040 1,142 Borduri mici - 10x15cm ml 139 25.0 3,475 787 Beton C8/10 - fundatii borduri mc 6 300.0 1,800 408

TOTAL DRUM ACCES 229,264 51,945 F. AMENAJARE DRUM DE ACCES INTRE STRADA CASTORULUI-STRADA MAGHERANULUI

CarosabilSapatura in teren tare mc 247 20.0 4,940 1,119 Desfacere borduri ml 78 7.5 585 133 Taiere asfalt ml 78 9.0 702 159 Strat balast mc 219 55.0 12,045 2,729 Strat piatra sparta mc 80 200.0 16,000 3,625 Curatare suprafata mp 1,065 1.5 1,598 362 Amorsare suprafata cu emulsie bituminoasa mp 1,065 1.2 1,278 290 Strat de legatura din BAD25 - 6 cm to 77 330.0 25,410 5,757 Strat de uzura din BA16 - 4 cm to 51 350.0 17,850 4,044 Borduri mari 20x25cm ml 305 45.0 13,725 3,110 Beton C8/10 - fundatii borduri mc 17 300.0 5,100 1,156

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Guri scurgere noi buc 4 675.0 2,700 612 Racord guri scurgere la canalizare existenta ml 21 500.0 10,500 2,379 Marcaj rutier longitudinal km 0.20 2,500.0 500 113 Marcaj rutier transversal mp 31 20.0 620 140 Semnalizare rutiera pe durata lucrarii pct 2 1,250.0 2,500 566 TrotuareSapatura in teren tare mc 11 20.0 220 50 Spargere betoane mc 8 98.0 784 178 Decapare suprafata asfaltica mp 42 4.5 189 43 Strat balast mc 5 55.0 275 62 Strat de balast stabilizat cu ciment mc 5 180.0 900 204 Curatare suprafata mp 480 1.5 720 163 Amorsare suprafata cu emulsie bituminoasa mp 480 1.2 576 131 Preluarecu BA16 - 4 cm to 17 350.0 5,950 1,348 Strat de uzura din BA8 - 4 cm to 25 360.0 9,000 2,039 Borduri mici - 10x15cm ml 152 25.0 3,800 861 Beton C8/10 - fundatii borduri mc 4 300.0 1,200 272

TOTAL DRUM ACCES 139,667 31,645 TOTAL OBIECT II - DRUM+INTERSECTII ZONA POD 1,190,478 269,730

OBIECT III - AMENAJARE DRUM DE ACCES + PLATFORME DE L 606 Umplutura piatra sparta - platforme+drum acces peste linii CF mc 606 200.0 121,200 27,461 Dale prefabricate din beton 1,4x2,5x0,2m (G=1,75t/buc) buc 50 400.0 20,000 4,531 Grinzi de lemn (traverse) mc 42 450.0 18,900 4,282

TOTAL OBIECT III - DRUM ACCES+PLATFORME 160,100 36,274 OBIECT IV - UTILITATI

LUCRARI LA CALEA FERATA (mutare cabluri,semafoare,etc.) lei 110,000 24,923 MUTARE CONDUCTA GAZ ml 543 150.0 81,450 18,454 LUCRARI DE ILUMINAT PUBLIC (stalpi) buc 44 2,500.0 110,000 24,923 LUCRARI DE CANALIZARE PLUVIALA ml 533 500.0 266,500 60,382 MUTARE STALPI ELECTRICI buc 18 5,000.0 90,000 20,392

TOTAL OBIECT IV - UTILITATI 657,950 149,073

TOTAL DEVIZ FARA T.V.A. (lei) 25,602,383 5,800,794 TOTAL DEVIZ FARA T.V.A. (Euro) 5,800,794 5,800,794

EURO = 4.4136 lei

Intocmit, Verificat,Ing. Ing.

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Cantitati

SF

4

1.04

8.45 1,850 468.95

-

1,242.88

187,626.33

6,566.39 1,400 656.95

2,973.52

-

1,031.91

150,100.65

1,689.90

3,981.41

1,609.48

534.75

266.33

2.09

54.31

2.09

4.18

4.18

-

-

763.49

4,963.18

1,488.33

1,199.02

190,899.61

589.06

589.06

-

-

17,671.92

2,617.37

15,817.00

3,108.25

601,060.60

601,060.60

444.93

85,631.55

1,581.28

309.15

49,633.88

1,428.79

222.47

418.82

55,851.43

907.62

-

283.04

447.02

79,632.28

250.67

5,861.40

206.80

57,596.69

850.17

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850.17

113,448.12

2,835.65

-

-

3,272.23

435.53

-

235.00

57.44

67,632.71

1,264.82

196.35

261.11

1,090.40

414.64

-

-

-

-

-

196.35 180 243.35 223 1,286.75 1,180 348.84 320 152.49 140 141.00 130 44.91 42 4,226.85 3,875 4,226.85 3,875 66.84 61 244.40 224 170.24 156 228.73 210 11.49 11 5.22 5 10.44 10 4.18 4 43.87 40 0.31 0.30 65.80 60 15.67 14 2.09 2 -

54.31 50 10.44 10 174.42 160 27.16 25 27.16 25 517.00 474 517.00 474 12.53 12 32.38 30 218.29 200 6.27 6 267.38 245 267.38 245 -

-

-

87.73 80 157.71 145 518.04 475 152.49 140 108.62 100 94.00 86 35.51 33 1,684.68 1,545 1,684.68 1,545 50.13 46

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108.62 100 56.40 52 108.62 100 6.27 6 5.22 5 4.18 4 21.93 20 0.31 0.30 71.02 65 18.80 17 2.09 2 -

12.53 11 4.18 4 21.93 20 5.22 5 5.22 5 272.60 250 272.60 250 8.36 8 15.67 14 118.02 108 3.13 3 122.20 112 122.20 112 -

-

-

560.86 343 515 599.51 334 501 1,854.93 1,085 1628 490.89 300 450 560.86 343 515 294.53 180 270 98.18 57 86 6,762.75 4,130 6195 6,762.75 4,130 6195 76.24 44 66 436.58 265 398 277.82 170 255 731.11 445 668 37.60 23 35 13.58 8 12 3.13 2 3 9.40 6 9 49.09 30 45 0.47 0.30 0.4 32.38 20 30 25.07 15 23 2.09 2 3 - 0 98.18 55 83 163.98 86 129 228.73 140 210 27.16 14 21 27.16 14 21 272.60 140 210 621.44 375 563 21.93 11 17 37.60 23 35 206.80 125 188 6.27 4 6 163.98 100 150 163.98 100 150 -

-

-

235.00 215 174.42 160 54.31 50

Page 15: F2 Deviz Obiecte VIADUCTtttttttt

719.62 660 719.62 660 52.22 48 34.47 32 157.71 145 8.36 8 1.04 1 2.09 2 2.09 2 10.44 10 0.21 0.20 32.38 30 7.31 7 2.09 2 -

45.96 42 2.09 2 19.84 18 19.84 18 130.56 120 130.56 120 13.58 12 76.24 70 2.09 2 -

-

-

393.75 361 163.98 150 163.98 150 248.58 228 91.91 84 1,210.51 1,110 1,210.51 1,110 87.73 80 58.49 54 348.84 320 19.84 18 4.18 4 21.93 20 0.21 0.20 32.38 30 7.31 7 2.09 2 -

15.67 14 8.36 8 43.87 40 6.27 6 6.27 6 480.44 440 480.44 440 58.49 54 25.07 23 179.64 165 5.22 5 817.80 750 817.80 750 817.80 750 58.49 54 39.69 36 52.22 48 21.93 20 21.93 20 294.53 270 294.53 270 14.62 13 14.62 13 145.18 133 6.27 6

Page 16: F2 Deviz Obiecte VIADUCTtttttttt

-

-

-

362.42 332 81.47 75 81.47 75 228.73 210 83.56 77 1,112.33 1,020 1,112.33 1,020 80.42 74 53.27 49 318.55 292 17.76 16 4.18 4 21.93 20 0.21 0.20 32.38 30 2.09 2 -

11.49 11 8.36 8 43.87 40 5.22 5 5.22 5 501.33 460 501.33 460 17.76 16 26.11 24 158.75 146 4.18 4 -

-

-

632.93 580 54.31 50 43.87 40 -

-

-

-

567.13 520 45.96 42 452.24 510 427.18

2.09

18.80 17 -

-

-

-

-

-

-

-

-

-

-

-

-

41,804.76

#VALUE!

-

4.18

-

-

Page 17: F2 Deviz Obiecte VIADUCTtttttttt

2,017.86

218.29

1,526.97

1,079.95

621.44

829.29

108.62

229,079.11

1,706.61

163.98

63.71

10.44

163.98

-

218.29

54.31

8,181.10

218.29

32.38

218.29

5.22

-

-

409,070.59

681,784.32

1,090,854.91

885.69

148,355.39

3,010.08

18,053.15

2,852.37

2,852.37

387.49

43.87

74.16

4.18

27.16

98.18

272.60

81.47

2,727.03

21.93

545.20

188.00

218.29

360.33

360.33

218.29

11.49

326.91

545.20

0.52

-

55.36

92,722.25

2.09

-

-

1,526.97

2,072.17

959.84

326.91

370.78

54.31

1,428.79

5,017.49

Page 18: F2 Deviz Obiecte VIADUCTtttttttt

336.31

436.58

-

354.07

2,012.64

54.31

414.64

240.22

3,600.18

3,600.18

294.53

174.42

120.11

8.36

43.87

-

-

-

873.15

272.60

873.15

206.80

163.98

32,725.44

387.49

28.20

5.22

5.22

27.16

-

223,625.05

223,625.05

206.80

185,445.54

1,220.95

741.55

741.55

43.87

26.11

21.93

589.06

-

326.91

81.47

326.91

185.91

512.82

109,085.49

1,308.68

218.29

-

8.36

14,180.36

-

-

-

-

-

196.35

243.35

1,286.75

348.84

152.49

142.04

45.96

Page 19: F2 Deviz Obiecte VIADUCTtttttttt

4,226.85

4,226.85

66.84

244.40

170.24

228.73

11.49

5.22

10.44

4.18

43.87

0.31

65.80

15.67

2.09

-

54.31

10.44

174.42

27.16

27.16

517.00

517.00

13.58

32.38

218.29

6.27

267.38

267.38

-

-

-

86.69

157.71

518.04

152.49

108.62

94.00

35.51

1,685.73

1,685.73

50.13

108.62

56.40

108.62

6.27

5.22

4.18

21.93

0.31

71.02

18.80

2.09

-

11.49

4.18

21.93

5.22

5.22

272.60

272.60

8.36

15.67

118.02

3.13

122.20

Page 20: F2 Deviz Obiecte VIADUCTtttttttt

122.20

-

-

-

373.91

363.47

1,183.35

326.91

373.91

196.35

62.67

4,505.71

4,505.71

48.04

289.31

185.91

485.66

25.07

8.36

2.09

6.27

32.38

0.31

21.93

16.71

2.09

-

59.53

94.00

152.49

15.67

15.67

152.49

409.42

11.49

25.07

136.82

4.18

108.62

108.62

-

-

-

235.00

174.42

54.31

719.62

719.62

52.22

34.47

157.71

8.36

1.04

2.09

2.09

10.44

0.21

32.38

7.31

2.09

-

45.96

2.09

19.84

19.84

130.56

Page 21: F2 Deviz Obiecte VIADUCTtttttttt

130.56

13.58

76.24

2.09

-

-

-

393.75

163.98

163.98

248.58

91.91

1,210.51

1,210.51

87.73

58.49

348.84

19.84

4.18

21.93

0.21

32.38

7.31

2.09

-

15.67

8.36

43.87

6.27

6.27

480.44

480.44

58.49

25.07

179.64

5.22

-

817.80

817.80

817.80

58.49

39.69

-

52.22

21.93

21.93

294.53

294.53

14.62

14.62

145.18

6.27

-

-

-

257.98

81.47

81.47

228.73

83.56

1,112.33

1,112.33

80.42

53.27

318.55

17.76

Page 22: F2 Deviz Obiecte VIADUCTtttttttt

4.18

21.93

0.21

32.38

2.09

-

11.49

8.36

43.87

5.22

5.22

501.33

501.33

17.76

26.11

158.75

4.18

-

-

632.93

632.93

52.22

43.87

-

-

-

567.13

45.96

556.69

18.80

-

-

-