BANG TIEN LlTONG KHOI LlTOOVG CHAO GIA CANH TRANH

CONG TRiNH : HA TANG KY THUAT KHU DAN CU NAM ViNH HAI

G O I T H A U : H A T A N G KY T H U A T G I A O T H O N G - G I A I D O A N lA

HANG MUC : I-/ SAN NEN

STT Ten cong tac Don vi Khol lirpng Dffn gia Thanh tien

1 Dao san bun, hyu cc tren mat bing may dao <=1,6 m3 100m3 31,475

2 Van ctiuyen bun, hyu c a bSng oto ty do, ptiam vi <=300m, 6161OT

""I00m3"" 3f,475

3 D i p dat tao mat bang bang may, dat tan dung K=0,85

100m3 29,416

... ^- -

Dap dat tao mat bang bang may K=0,85 (Gia bao gom ctii ptii ktiai ttiac, van ctiuyen, ptii bao ve moi tryang, tai nguyen, va bien phap dyang am khi thi cong)

100m3 " 5 5 1 , 1 7

1 C O N G H A N G M U G S A N N ^ N

1

B A N G D O N G I A T O N G H O P H A N G M U C C O N G T R I N H

CONG TRINH : HA TANG KY THUAT KHU DAN CU NAM VINH HAI

GOI T H A U : HA TANG KY THUAT GIAO THONG - GIAI DOAN lA

HANG MUC : H-/ PHAN DUONG GIAO THONG

STT Ten cong tac Don vj Khol lugng Don gia Thanh tien

1 Oap nen dyang may dam 16 tan, do ctiat yeu cau K=0,95 (Gia bao gom chi phi khai thac, van chuyen, phi bao ve moi tryang, tai nguyen, va bien phap dyang am khi thi cong)

100m3 288,2173

2 Dap nen dyang may dam 16 tan, dp chat yeu cau K=0,98 (Gia bao gom chi phi khai thac, van chuyen, phi bao ve moi tryang, tai nguyen, va bien phap dyang am khi thi cong)

' l 0 0 m 3 " 567658

3 Thi cong mong CPOD ioai 1, Dmax=37.5 day 15cm 100m3 20,5713

4 Thi cong mong CPOD ioai 1, Dmax=25mm day 15cm ioOmS'"" T6)9817

5 Tya i nhya tham bam GPDD, t/c 80d/100n, 1kg/m2. m2^ '11.321,16

6 Thi cong BTNC19 (Dmax25mm) day 6cm 100m2 113,2116

7 Tya i iap dinh bam mat dyang bing nhya pha dau, iyp-ng nhya 0,5 kg/m2

Thi cong BTNC12.5 (Dmax19mm) day 4cm

100m2

100m2

113,2116

113,2116 -

~ T San xuat BTNC19 (Dmax=25mm) bing tram trpn 80 tan/h

tan 1.611,91

10 San xuat BTNC12.5 (Dmax=19mm) bang tram trpn 80 tan/h

tan 1.097,7

11 Van chuyen be tong nhya thyang phim

2- An toan giao thiong

lOOtan 27,0961

""12"' San chuyen dung mau trang, phan quang day 2,0mm m2 472,52

13 San xuat, iap dat bien bao phan quang, ioai bien vuong 60x60 cm

cai 38,

14 Cung cap, iap dat try d a bien bao cao 3m

3- Bo via

cai " ~ 3 8 , - • -

15 BT da 1x2 VXMPC40 M250 bo via m3 435,24

16 Lot tam nhya tai sinh tryac khi do BT m2 " 1.794,79

' l7 Van khuon cho be tong do tai ch6, van khuon mong dai 100m2 18,0756

4- Via he - Lo trdng cay 18 BT da 4x6 VXMPC40 Ml00 iot mong via he m3 737,97

19 Lat gach Terrazzo KT400x400x3.2mm via he m2 7.379,72

"7o"' Dao dat ho mong io trong cay bing may, dat C3 (80%KL) 100m3 3,6263

21 Dao dat ho mong i6 trong cay bang NL, dat C3 (20%KL) m3 362,63

22 TC & thao da van khuon io trong cay 100m2 21,4812

23 BT da 1x2 VXMPC40 Ml50 thanh i5 trong cay m3 107,41

24 D ip dat cong trinh bing dam cdc, dp chat yeu cau K=0,90

100m3 4,0789

" 2 5 " Van chuyen dat bIng oto ty do, pham vi <=300m, oto 7T, dat cap ili

100m3 5,153

C O N G H A N G M U C D U ' O ' N G G I A O T H O N G

2

BANG TIEN LlTONG KHOI LUOTNG CHAO GIA CANH TRANH

CONG TRiNH : HA TANG KY THUAT KHU DAN CU NAM VINH HAI

GOI THAU : HA TANG KY THUAT GIAO THONG - GIAI DOAN 1A

HANG MyC : HI-/ PHAN CAY XANH

SI 1 Ten cong tac Don vj Khoi iuong Don gia Thanh tien

1 Cung cap dat mau, phan tro trong cay m3 209,95

2 Trong c6 la gang dai phan each m2 349,92

4 Cung cap c6 lagyng m2 349,92

3 Cung cap dat mau trong dai trong c6 m3 104,98

5 Trong cay xanh, kich thyoc bau dat 0.6x0.6x0.6 (khong c6 cay)

1 cay 243,

6 Bao dyong cay xanh sau khi trong, bang xe bon cay/90 ngay 243,

7 Cung cap Cay Lim Xet H>=3m, D>=7cm cay 88,

8 Cung cap Cay Muong Vang H>=3m, D>=7cm cay 48,

9 Cung cap Cay Phygng vT H>=3m, D>=7cm cay 107,

III C O N G H A N G M U G C A Y X A N H

3

BANG TIEN LlTONG KHOI LUQNG CHAO GIA CANH TRANH CONG TRINH : HA TANG KY THUAT KHU DAN CU NAM VINH HAI

GOI THAU : HA TANG KY THUAT GIAO THONG - GIAI DOAN 1A

HANG MyC : IV-/ HE THONG THOAT NUOC MU A

STT Ten cong tac Don vi Khoi lu-9ng Don gia Thanh tien

1- dng cong - Mong cong

Dao mong cong trinh, chieu rpng mong <=6 m, bIng may dao <=0,8m3, dat cap III

100m3 87,861

TC & thao da mong cong DS 100m2 2,7752

3 Cung cap, lap dat CT mong cong DS D<10 tan 0,6704

BT da 1x2 VXMPC40 M200 mong cong DS m3 35,595

5 Boc da ien va xep xuong mong cong BT bIng c a giai tan 88,988

6 VC mong cong trong CT 1km daang Ioai 3 tan/km 88,988

7 Lap dat mong cong bIng may diic s i n cai 278,

8~ Dem da 4x6 day 10cm m3 55,269

9 TC & thao g a van khuon mong cong do TC 100m2 3,7339

10 BT da 2x4 VXMPC40 Ml50 mong cong do TC m3 160,817

11 Cung cap ong cong iy tam D=:400mm-H30 md 160,

12 Cung cap ong cong iy tam D=600mm-H30 md 135,

13 Cung cap ong cong Iy tam D=800mm-H30 md 65,

14 Cung cap ong cong Iy tam D=1000mm-H30 md 72,5

15 Cung cap ong cong iy tam D=1500mm-H30 md 82,5

16 Cung cap ong cong iy tam D=600mm-H10 md 485,

17 Cung cap ong cong iy tam D=1000mm-H10 md 127,5

Cung cap ong cong iy tam D=1500mm-H10 md 122,5

'"19 Lap dat ong be tong iy tam D400 - doan ong dai 5m doan ong 32,

20 Lap dat ong be tong iy tam D600 - doan ong dai 5m doan ong 124,

"21 L ip dat ong be tong iy tam D800 - doan ong dai 2,5m doan ong 26,"

~22 L ip dat ong be tong iy tam D1000 - doan ong dai 2.5m doan ong 80,

23 L i p dat ong be tong iy tam D1500 - doan ong dai 2.5m doan ong 82,

24 Chen tram, dem ong cong VXMPC40 M75 m2 584,885

"25 TC & thao ga van khuon thep moi noi do TC 100m2 1,578

26 Be tong da 1x2 VXMPC40 M200 moi noi cong do TC m3 15,791

~27~ D i p dat cong trinh bang dam cdc, dp chat yeu cauK=0,90

" 100m3 " 75,15l7

" " 2 8 " Van chuyen dat bIng dtd ty do, pham vi <=1000m, dtd 7T, dat cap iii

100m3 ~ 14,5469

29 San dam dat mat bang bang may dam 9 tan, dp chat yeu cau K=0,85

100m3 14,5469

2- fio ihu - Hop noi 30 Dao mong cong trinh, chieu rpng mong <=6 m, bang may dao

<=0,8 m3, dat cap iii

100m3 18,0139

31 Dem da 4x6 day 10cm m3 21,388

32 TC & thao da van khuon mong ho 100m2 0,8852

33 Be tong da 2x4 VXMPC40 mac 150 mong ho m3 42,792

34 TC & thao da van khuon tyang ho thu 100m2 9,1789

" 3 5 BT da 2x4 VXMPC40 M200 tyang ho thu m3 ^1247767

36 Cung cap, i lp dyng cot thep dan chim DS D<12mm tan 1,2465

"""37" Cung cap, i lp dyng cot thep dan chim DS 12<D<18mm tan 2,8019

4

38 TC & thao d a van khuon dan chim OS 100m2 0,6555

39 BT da 1x2 VXMPC40 M250 dan chim OS m3 15,129

40 Dem dan chim VXMPC40 M100 day 2cm m2 58,44

41" Cung cap, l ip dat CT da kieng D<12 do TC tan 0,7996

42 Be tong da 1x2 VXMPC40 M250 da kieng m3 7,67

"" "43 " Van khuon da kieng 100m2 0,777

44 Cung cap, i lp dat CT n ip dan DS D<12mm tan 0,0618

45 Cung cap, i lp dat CT n ip dan OS 12<=D<=18mm tan "a 1277

~ "4 6 Betdng da 1x2 VXMPC40 M250 nip dan DS m3 0,72

47 TC & thao d a van khuon n ip dan OS "" l0"0m2"" " "oToTs 48 L ip dat ong nhya PVC D=200mm 100m 1,54

49 Cung cap co nhya PVC D200 (co 90) cai 88,

50 Cung d p , l ip dat n ip ga than vuong GBC 60-185kg (Hapulico hoac tyang dyang)

cai 55,

51 L ip dyng tam dan due san P>250 kg cai 57,

52 D i p dat cong trinh bIng dam coc, dp chat yeu cauK=0,90

100m3 15,4456

53 Van chuyen dat bIng oto ty d6, pham vi <=1000m, oto 7T,

dat cap III 100m3 2,5683

54 San dam dat mat bIng bang may dam 9 tan, dp chat yeu cau K=0,85

100m3 2,5683

3- Hop thu nuxyc 59 Betong da 2x4 VXMPC Ml 50 mong ho m3 7,04

"To""" TC & thao d a van khuon mong ho 100m2 0,2218

61 Cung cap, l ip dat CT hop thu nyac OS D<12 tan 0,913

62 TC & thao d a van khuon thep hop thu nyac 100m2 2,8512

" 6 3 " BT da 1x2 VXMPC40 M300 hop thu nyac DS m3 197976

64 Trat VXM M100 day 1cm mat trong hop nyac co ho dau

m2 114,84

" " " 6 5 " Phun tham thau phu gia chong tham Siiicat 0.2i/m2 "" m2"" " lT4,84

""66 Cung cap, l ip d|t CT dan noi DS D<12 tan 0,3203

""'"67""" BT da 1x2 VXMPC40 M250 dan noi OS m3 1798 " 68 TC & thao d a van khuon dan noi DS " "l"00m"2 " "0,Tl44

69 Cung cap thep goc L40x40 kg 1.009,36

70 C i t vat thep goc mach 880,

~"W Cung cap thep goc L75x75 ' " k g " " ' " 649,

""""72" C i t vat thep goc mach 176,

73 Cung cap, i lp dat chot quay iyai chin rac D16-L=25mm

cai 44,

7 4 " Khoan 16 s i t thep day 15-22iy " 1016 17)6

75 Han 5ii lien ket thep " 10m""" 33,088

76 Han 6ii lien ket chot quay " " " 10 m 0.4421

"'"77" D i p cat quanh ong nhya bang NL m3 19,8

" 7 8 Lya i chin rac my thuat ioai MSB 1040-83kg (Hapulico hoac tyang dyang)

cai 44,

79

"" 80

Boc da hop nyac BTCT ien xuong 6 to (2 ian)

V/c hop n y a c trong pham vi CT 1km

tan

tan/km

49,94

49,94

" 8 1 L ip dat hop nyac bIng cau 5T P>250kg cai 44

82 L ip dat dan noi bIng NL P< 250 kg cai "44

IV C O N G H A N G M U C T H O A T N U - Q C MLPA

5

B A N G T I E N L G O N G K H O I L U O N G C H A O G I A C A N H T R A N H

CONG TRiNH : HA TANG K Y THL'AT K H L DAN C L NAM VINH HAI

G O I T H A U : H A T A N G K Y T H U A T G I A O T H O N G - G I A I D O A N 1A

HANG MyC : V-/ HE THONG THOAT NU'OC THAI

STT Ten cong tac Don vj Khoi iu-g'ng Don gia Thanh tien

1- Ho ga

1 Oao mong cong trinh, chieu rpng mong <=6 m, bIng may dao 100m3 27,964

<=0,8m3,dat cap III

Dem da 4x6 mong ho m3 26,84

3 TC & thao do van khuon mong ho ga do TC 100m2 1,4624

4 Be tong da 2x4 VXMPC40 M200 mong cong m3 53,68

T Lang VXMPC40 M75 day 5cm mong ho m2 80,

6 TC & thao do van khuon thanh ho " 100m2"~ 14,9971

1 BT da 2x4 VXMPC40 M200 thanh ho m3 171,03

8 Cung cap, l i p dat ong PVC D150mm cho san 100m 1,16

9 BTda1x2 VXMPC40 M250 dan DS m3 16,689

" i o TC & thao d a van khuon dan DS 100m2 1,6543

TT Cung cap, l i p dat CT dan D<12mm tan 1,8409

12 L ip dat dan due san P>250kg cai 125,

13 Cung cap, l ip dat n ip ho ga composite khung am, tai trong cai 125,

12.5T 14

Dap dat cong trinh bIng dam coc, dp chat yeu cauK=0,90 100m3 23,2467 14

Dap dat cong trinh bIng dam coc, dp chat yeu cauK=0,90 100m3 23,2467

16 Van chuyen dat bIng oto ty do, pham vi <=1000m, oto 7T, 100m3 4,7173

dat cap iii

17 San dam dat mat bIng bang may dam 9 tan, dp chat yeu cau " " l o O m S " 4,7173

K=0,85

l-6ng cong - mong cong

19 Dao mong cong trinh, chieu rpng mong <=6 m, bIng may dao 100m3 64,782

<=0,8 m3, dat cap ili

20 Cung cap, i lp dat ong nhya PVC D=200mm " l0"0m"" 15,364

21 Cung cap, i l p dat ong nhya PVC D=300mm 100m 5,985

22 D i p cat bao ve ong, taai nyac, dam chat m3 884,502

23 BT da 1x2 VXMPC40 M250 dan due san m3 9,2

24 " TC & thao d a van khuon dan due s i n 100m2 0,552

25 Cung cap, i lp dat CT dan D<12mm tan 0,7673

26 Lap dat dan DS P<250kg cai 1"84;

27 D i p dat cong trinh bIng dam coc, dp chat yeu cauK=0,90

100m3 55,0204

29 Van chuyen dat bIng oto ty do, pham vi <=1000m, oto 7T, 100m3 " "9)7616

dat cap Ili 30 San dam dat mat bIng bIng may dam 9 tan, dp chat yeu cau 100m3 ""9,7616

K=0,85

V C O N G H A N G M U G T H O A T N L T Q C T H A I

6

B A N G T I E N L U O N G K H O I U G O N G C H A O G I A C A N H T R A N H

CONG TRiNH : HA TANG KY T H U A T KHU DAN CU NAM VINH HAI

GOI THAU : HA TANG KY THUAT GIAO THONG - GIAI DOAN lA

HANG MUC : VI-/ CAP NUOC

STT Ten cong tac Don vi Khol Iuong Don giii Thanh tien

1- Ho van xa can

1 Dao mong cong trinh, chieu rpng mong <=6 m, bing may dao <=0,8m3, dat cap iii

100m3 0,0704

" 2 BT iot mong da4x6M100 m3 0,196

3 BT da 1x2 VXMPC40 M150 mong do TC m3 0,31

4 TC & thao d a van khuon mong ""'l"00m2~"" 0,0136

5 Xay gach the 5x10x20 VXMPC40 M75 thanh ho m3 0,736

6 Trat tyang trong, day 2,0 cm, vya XM mac 75 2,944

7 Cung cap, i lp dat CT da kieng D<12 tan 0,012

" T Cung cap thep goc L50x50 kg 15,08

" 9 " C i t vat thep goc mach 8,

10 BT da 1x2 VXMPC40 M200 da kieng (bo van thang) m3 0,131

" i r To & thao d a van khuon da kieng (bo van thang) 100m2 0,0166

12 Cung cap, iap dat CT dan D<12mm tan o;oo87

13 Cung cap thep goc L50x50 kg 22,394

c i t vat thep goc mach 16,

15 BT da 1x2 VXMPC40 M200 tam dan OS m3 0,078

16 To & thao da van khuon tam dan DS 100m2 0,0048

"T7 " Lip dat tam dan P<250kg cai 2,

18 Cung cap, iap dat ong PVC D=114mm 100m 0,005

19 Cung cap, L i p dat ong HDPE 0110-PN10 100m 0.01

" 2 0 L ip dat te HDPE 0=110mm cai 1,

21 Cung cap dau noi bich dai HDPE DN110 cai 1,

22 Cung cap mat bich thep rong D100 cai 1,

23 Cung cap van cong mat bich D100 cai 1,

2- fio van cong "24 Cung cap, i lp dat ong PVC D=114mm 100m 0,005

25 Cung cap dau noi bich dai HDPE DN160 cai 1)

" " 2 6 " Cung cap mat bich thep rong 0150 cai 1,

27 Cung cap van cong mat bich 0150 cai 1,

28 Lap dat moi noi mem, dyang kinh moi noi d=150mm cai 1,

29 Cung cap n ip chup gang bo" 1)

30 Cung cap, l ip dat ong PVC D=114mm 100m 0,01

31 Cung cap dau noi bich dai HDPE ON 110 cai 2,

32 Cung cap mat bich thep rong D100 cdi 2,

" 33 " Cung cap van cong mat bich D100 cai 2,

34 Lap dat moi noi mem, dyang kinh moi noi d=100mm cai 2,

"" 35 Cung cap nap chup gang bp 2,

36 Cung cap, l ip dat ong PVC D=75mm 100m 0,065

" "37 "" Cung cap dau noi bich dai HDPE DN63 cai 13, 38 Cung cap mat bich thep rSng D50 cai 13,

39 Cung cap van cong mat bich D50 cai 13,

40 L ip dat moi noi mem, dyang kinh moi noi d=<50mm cai 13, 41 Cung cap nap chup gang bo 13,

4- Tru cyu hoa

7

42 BT da 1x2 VXMPC40 M150 mong do TC m3 0,232

43 TC & thao d a van khuon mong 100m2 0,0324

" "44"" Cung cap, l ip dat ong PVC D=114mm 100m 0,024

"4"5"" Lap dat ong nhya HDPE DN110-PN10 """ " lOOm"" 07 46 Lap dat teHDPEDNIIO cai 4,

"47 Cung cap dau noi bich HDPE DN110 cai " 4 ,

48 Cung cap mat bich thep rong D100 cai 4,

""""49"" Cung cap van cong mat bich D100 cai 4)

" 50 Lap dat moi noi mem, daang kinh m6i noi d=100mm cai 4,

51 Lap dat cut nhya HDPE 90D110 cai 7,' 52 Cung cap nap chup gang bo 4,

53 L i p dat hong cau hoa, daang kinh hpng d=100mm cai 4,

5 - D y a n g 6ng 54 Cung cap, i lp dat CT dan D<12mm tan 0,6131

55 BT da 1x2 VXMPC40 M200 dan DS m3 6,55

56 TC & thao ga van khuon tam dan due san 100m2 0,393

57 Lap dat tam dan P<250 kg cai 131,

58 Dao mong cong trinh, chieu rong mong <=6 m, bang may dao lOOmS" 15)05

<=0,8m3, dat cap iii

59 L ip dat ong nhya HDPE DN63-PN10 ""l0"0m"""" 18,863

60 L ip dat ong nhya HDPE DN110-PN10 100m 5,586

61 Lap dat ong nhya HDPE DN160-PN10 """"l"00"m""" 0,184

62 Lap dat thap deu HDPE DN160 cai 1,

" 6 3 " " Cung cap noi giam HDPE DN 110x63 cai l"3")

"""6"4 " Cung cap noi giam HDPE DN 160x110 cai 3,

65 Lap dat te HDPE nhya noi bIng phyang phap han, dyang cai 10,

kinh con d=63mm

" " 6 6 " Lap dat te HDPE nhya noi bang phyang phap han, dyang cai 12, kinh con d=110mm

" 6 7 " " " Cung cap Chech 45 HDPE DN110 cai 9,

68 Thy ap iyc dyang ong nhya HDPE D160mm ' " lOOm "" " 57184 " 6 9 100m 5,586 " 6 9

ThCr ap iyc dyang ong nhya, dyang kinh ong d=110mm 100m 5,586

70 100m 18,863 70 Thy ap iyc dyang ong nhya, dyang kinh ong d=63mm

100m 18,863

71 Cong tac khy trung ong nyac, dyang kinh ong d=160mm

100m 24,633 71 Cong tac khy trung ong nyac, dyang kinh ong d=160mm

100m 24,633

""72 " Cung cap nyac sue rCra ong m3 51,292

"73" D i p cat da ong m3 518,464

75 D i p dat cong trinh bIng dam coc, do chat yeu cauK=0,90

100m3 9,7746

77 Van chuyen dat bIng oto ty do, pham vi <=1000m, oto 7T, " "l0"0m"3 " 5,2754

dat cap ill

78 San dam dat mat bang bIng may dam 9 tan, dp chat yeu cau 100m3 5,2754

K=0,85

VI C O N G H A N G M U C C A P N L T O C

T 6 N G C O N G (l+ll+lll+IV+V+VI)