26 Nguyen An Ninh
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BAÛNG NGOÂN NGÖÕ Vieät Nam
English
stt
BAÛNG TÍNH KHOÁI LÖÔÏNG
BILL OF QUANTITIES
BAÛNG THOÁNG KEÂ THEÙP
RE-BAR SCHEDULE
BAÛNG TOÅNG HÔÏP COÁT THEÙP
SUMMARY LIST OF RE-BAR
COÂNG TRÌNH:
PROJECT:
HAÏNG MUÏC:
ITEM:
SOÁ TT
ID
DIEÃN GIAÛI
DESCRIPTION
ÑÔN VÒ
UNIT
KHOÁI LÖÔÏNG
QUANTITY
ÑÔN GIAÙ
UNIT PRICE
THAØNH TIEÀN
TOTAL
TEÂN CK
MEMBER
SOÁ CK
N.of M.
SH THEÙP
BAR No.
HÌNH DAÙNG & KÍCH THÖÔÙC
SHAPE & DIMENSION
DAØI 1 THANH (MM)
LENGTH OF BAR (MM)
SOÁ THANH /CK
N.of BAR /PCS
TOÅNG CHIEÀU DAØI (M)
TOTAL OF LENGTH (M)
TOÅNG KHOÁI LÖÔÏNG (KG)
TOTAL OF WEIGHT (KG)
ÑÖÔØNG KÍNH (MM)
DIAMETER (MM)
TOÅNG COÄNG
TOTAL
Ñaøo ñaát
Excavating
1
Coïc cöø traøm
Wooden pile
2
Beâ toâng loùt
Lean concrete
3
Beâ toâng moùng ñôn
Concrete for isolated
4
Beâ toâng moùng baêng
Concrete for band foundation
5
Beâ toâng moùng beø
Concrete for raft foundation
6
Beâ toâng neàn
Concrete for ground floor slab
7
Beâ toâng coå moùng, coät, boå truï
Concrete for pedestal, column, sub-column
8
Beâ toâng daàm, giaèng, lanh toâ
Concrete for beam, brace, lintel
9
Beâ toâng saøn
Concrete for floor slab
10
Beâ toâng oâ-vaêng
Concrete for awning
11
Beâ toâng töôøng
Concrete for R.C. wall
12
Beâ toâng caàu thang
Concrete for staircase
13
Coáp-pha moùng ñôn
Formwork for isolated
14
Coáp-pha moùng baêng
Formwork for band foundation
15
Coáp-pha moùng beø
Formwork for raft foundation
16
Coáp-pha coå moùng, coät, boå truï
Formwork for pedestal, column, sub-column
17
Coáp-pha daàm, giaèng
Formwork for beam, brace
18
Coáp-pha saøn neàn
Formwork for ground floor slab
19
Coáp-pha saøn taàng
Formwork for floor slab
20
Coáp-pha lanh toâ
Formwork for lintel
21
Coáp-pha oâ-vaêng
Formwork for awning
22
Coáp-pha töôøng
Formwork for R.C. wall
23
Coáp-pha caàu thang
Formwork for staircase
24
BAÛNG THEÙP CÔ BAÛN STT
Dieãn giaûi
Hình daùng
L1
L2
1 Straigth
Teân taäp tin straigth
2 Top Both
200
3 Top Left
200
200 topboth topleft
4 Top Right
200 topright
5 Bottom Both
200
6 Bottom Left
200
200 bttboth bttleft
7 Bottom Right 8 Rect Stirrup
L3
200 bttright 120
9 Cir Stirrup
700
300 rectstir cirstir
10 V Reinforcing
200
200 vreinf
11 M Reinforcing
200
200 mreinf
12 Hook Straigth
60
60 hookstr
BAÛNG THOÂNG TIN Dieãn giaûi
Giaù trò
Phaàn höôùng daãn cuûa c
Teân coâng trình
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
Teân haïng muïc
MOÙNG, COÄT, DAÀM, SAØN
Ngoân ngöõ söû duïng
v
QUY ÑÒNH VEÀ MAØ
QUY ÑÒNH VEÀ NUÙ Ctrl+M Ctrl+T Ctrl+L Ctrl+K Ctrl+D
Phaàn höôùng daãn cuûa chöông trình
QUY ÑÒNH VEÀ MAØU SAÉC Coù theå khoâng caàn nhaäp Neân nhaäp khi caàn laäp thoáng keâ theùp Baét buoäc phaûi nhaäp
QUY ÑÒNH VEÀ NUÙT TAÉT Chaïy baûng khoái löôïng Chaïy baûng thoáng keâ theùp Theâm moät doøng trong baûng thoáng keâ Hoaøn taát baûng toång hôïp coát theùp Xoùa taát caû caùc sheet nhaäp lieäu
SAIGONKIEN TRUC
11/30/2009
BAÛNG TÍNH KHOÁI LÖÔÏNG COÂNG TRÌNH:
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
HAÏNG MUÏC:
MOÙNG, COÄT, DAÀM, SAØN
SOÁ TT
DIEÃN GIAÛI
ÑÔN VÒ KHOÁI LÖÔÏNG
1 Concrete for pedestal, column, sub-column C1-H
4* .35* .4* 2.7
=
#VALUE!
C2-H
6* .4* .5* 2.7
=
#VALUE!
CP-H
3* .2* .2* 2.7
=
#VALUE!
C1-T
4* .35* .4* 4
=
#VALUE!
C2-T
6* .4* .5* 4
=
#VALUE!
CP-T
3* .2* .2* 4
=
#VALUE!
C1-L
4* .35* .4* 3
=
#VALUE!
C2-L
6* .4* .5* 3
=
#VALUE!
CP-L
3* .2* .2* 3
=
#VALUE!
C1-L1
4* .35* .4* 3
=
#VALUE!
C2-L1
6* .4* .45* 3
=
#VALUE!
CP-L1
3* .2* .2* 3
=
#VALUE!
C1-L2
4* .35* .4* 3
=
#VALUE!
C2-L2
6* .4* .45* 3
=
#VALUE!
CP-L2
3* .2* .2* 3
=
#VALUE!
C1-L3
4* .35* .4* 3
=
#VALUE!
C2-L3
6* .4* .45* 3
=
#VALUE!
CP-L3
3* .2* .2* 3
=
#VALUE!
C1-L4
4* .3* .35* 3
=
#VALUE!
C2-L4
6* .35* .4* 3
=
#VALUE!
CP-L4
3* .2* .2* 3
=
#VALUE!
C1-L5
4* .3* .35* 3
=
#VALUE!
C2-L5
6* .35* .4* 3
=
#VALUE!
CP-L5
3* .2* .2* 3
=
#VALUE!
C1-L6
4* .3* .35* 3
=
#VALUE!
C2-L6
6* .35* .4* 3
=
#VALUE!
CP-L6
3* .2* .2* 3
=
#VALUE!
C1-L7
4* .3* .3* 3
=
#VALUE!
C2-L7
6* .3* .35* 3
=
#VALUE!
CP-L7
3* .2* .2* 3
=
#VALUE!
C2-M
6* .3* .35* 2.4
=
#VALUE!
2 Concrete for beam, brace, lintel DM-1
1* .5* 1.5* 7.65
=
#VALUE!
DM-2
2* .7* 1.5* 7.65
=
#VALUE!
Bill of Quantities
m3
#VALUE!
m3
#VALUE!
Page 6 /49
SAIGONKIEN TRUC
11/30/2009
DM-3
1* .7* 1.5* 7.8
=
#VALUE!
DM-4
1* .5* 1.5* 8.65
=
#VALUE!
DM-5
1* .4* 1.5* 5.6
=
#VALUE!
1* .4* 1.5* 4.35
=
#VALUE!
1* .4* 1.5* 5.45
=
#VALUE!
1* .4* 1.5* 4.3
=
#VALUE!
1* .4* 1.5* 5.6
=
#VALUE!
1* .4* 1.5* 4.35
=
#VALUE!
DM-7
1* .4* 1.5* 5.45
=
#VALUE!
DM-8
1* .4* 1.5* 5.45
=
#VALUE!
S1
1* .5* .22* 7.65
=
#VALUE!
S1
1* .5* .22* 8.65
=
#VALUE!
S2
1* .5* .22* 7.65
=
#VALUE!
S2
1* .5* .22* 7.8
=
#VALUE!
S3
1* .3* .22* 4.35
=
#VALUE!
DS-1
1* .2* .4* 5.6
=
#VALUE!
1* .2* .4* 4.35
=
#VALUE!
1* .2* .4* 5.45
=
#VALUE!
1* .2* .4* 4.3
=
#VALUE!
1* .2* .4* .5
=
#VALUE!
8* .2* .4* 5.6
=
#VALUE!
8* .2* .4* 4.35
=
#VALUE!
8* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 4.3
=
#VALUE!
8* .2* .4* .5
=
#VALUE!
8* .2* .4* 1.15
=
#VALUE!
1* .2* .4* 5.6
=
#VALUE!
1* .2* .4* 4.35
=
#VALUE!
1* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 5.6
=
#VALUE!
8* .2* .4* 4.35
=
#VALUE!
8* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 1.15
=
#VALUE!
DS-3
9* .2* .4* 5.1
=
#VALUE!
DS-4
1* .2* .4* 5.6
=
#VALUE!
1* .2* .4* 4.35
=
#VALUE!
1* .2* .4* 5.45
=
#VALUE!
1* .2* .4* 4.45
=
#VALUE!
1* .2* .4* .5
=
#VALUE!
DM-6
DS-1a
DS-2
DS-2a
Bill of Quantities
Page 7 /49
SAIGONKIEN TRUC
DS-4a
11/30/2009
8* .2* .4* 5.6
=
#VALUE!
8* .2* .4* 4.35
=
#VALUE!
8* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 4.45
=
#VALUE!
8* .2* .4* .5
=
#VALUE!
DS-5
27* .35* .55* 7.65
=
#VALUE!
DS-6
9* .35* .55* 7.8
=
#VALUE!
DS-7
9* .35* .55* 8.65
=
#VALUE!
DS-8
8* .2* .3* 4.35
=
#VALUE!
DS-9
9* .2* .3* 2.35
=
#VALUE!
DS-10
9* .1* .3* 3.15
=
#VALUE!
DM-1
3* .2* .35* 4.35
=
#VALUE!
3* .2* .35* .8
=
#VALUE!
DM-2
2* .35* .5* 7.65
=
#VALUE!
DM-2a
2* .2* .3* 7.65
=
#VALUE!
3 Concrete for floor slab BM
TREÄT
LÖÕNG
L 1-7
Bill of Quantities
m3
1* 5.6* 7.65* .6* 1
=
#VALUE!
1* 4.35* 7.65* .6* 1
=
#VALUE!
1* 5.45* 7.8* .6* 1
=
#VALUE!
1* 5.1* 8.65* .6* 1
=
#VALUE!
1* 2.1* 7.65* .22* 1
=
#VALUE!
1* 4.35* 4.5* .22* 1
=
#VALUE!
1* 5.45* 7.8* .22* 1
=
#VALUE!
1* 5.1* 8.65* .22* 1
=
#VALUE!
1* 3.2* 5.6* .1* 1
=
#VALUE!
1* 4.45* 5.6* .1* 1
=
#VALUE!
1* 3.2* 4.35* .1* 1
=
#VALUE!
1* 1.2* 4.35* .1* 1
=
#VALUE!
1* 3.2* 5.45* .1* 1
=
#VALUE!
1* 4.45* 5.45* .1* 1
=
#VALUE!
1* 4.05* 5.1* .1* 1
=
#VALUE!
1* 4.3* 4.6* .1* 1
=
#VALUE!
7* 3.2* 5.6* .1* 1
=
#VALUE!
7* 4.45* 5.6* .1* 1
=
#VALUE!
7* 3.2* 4.35* .1* 1
=
#VALUE!
7* 1.2* 4.35* .1* 1
=
#VALUE!
7* 3.2* 5.45* .1* 1
=
#VALUE!
7* 4.45* 5.45* .1* 1
=
#VALUE!
7* 4.05* 5.1* .1* 1
=
#VALUE!
#VALUE!
Page 8 /49
SAIGONKIEN TRUC
KT
MAÙI
Bill of Quantities
11/30/2009
7* 4.3* 4.6* .1* 1
=
#VALUE!
7* 1.15* 3.2* .1* 1
=
#VALUE!
7* 1.15* 4.45* .1* 1
=
#VALUE!
1* 1.15* 4.4* .1* 1
=
#VALUE!
1* 1.15* 3.25* .1* 1
=
#VALUE!
1* 4.4* 5.6* .1* 1
=
#VALUE!
1* 3.25* 5.6* .1* 1
=
#VALUE!
1* 4.35* 4.4* .1* 1
=
#VALUE!
1* 4.4* 5.45* .1* 1
=
#VALUE!
1* 3.25* 5.45* .1* 1
=
#VALUE!
1* 5.1* 5.15* .1* 1
=
#VALUE!
1* 3.4* 4.3* .1* 1
=
#VALUE!
1* 3.825* 4.35* .1* 2
=
#VALUE!
1* .8* 3.825* .1* 4
=
#VALUE!
Page 9 /49
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 10 /49
OÁI LÖÔÏNG
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 11 /49
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 12 /49
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 13 /49
CIDECO
11/30/2009
BAÛNG THOÁNG KEÂ THEÙP COÂNG TRÌNH:
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
HAÏNG MUÏC:
MOÙNG, COÄT, DAÀM, SAØN
2 3 4 5 6 7 8 9 10 ÑG-1
1
1 2 3
Rebar Schedule
1100 900
1800 1800 1500 1750 1750 1750 1750 1750 2600 3000 4200 4200 8400
900 1100 1300 900 1100
1100 900
1100
1
900
1
900 1100 3700
M-4
3700
1100
5
1800
1900
900 1100 900
4
1800
1900
1100
3
700
1000 2900 3400 900
2
700
200 1000
1
900 1100 120 900 1100
3
1100
M-3
6100
900
5
900 1100 120
4
1100
3
3100
900 1100 900
2
3100
1100
1
120 120 900
3
1000
M-2
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
200 1000
TEÂN CK
10
#VALUE!
3
#VALUE!
20
#VALUE!
7
#VALUE!
10
#VALUE!
15
#VALUE!
12
#VALUE!
15
#VALUE!
8
#VALUE!
5
#VALUE!
10
#VALUE!
7
#VALUE!
20
#VALUE!
7
#VALUE!
10
#VALUE!
8
#VALUE!
12
#VALUE!
8
#VALUE!
8
#VALUE!
5
#VALUE!
10
#VALUE!
8
#VALUE!
10
#VALUE!
8
#VALUE!
10
#VALUE!
7
#VALUE!
10
#VALUE!
7
#VALUE!
10
#VALUE!
7
#VALUE!
20
#VALUE!
15
#VALUE!
10
#VALUE!
7
#VALUE!
10
#VALUE!
7
#VALUE!
8
#VALUE!
5
#VALUE!
8
#VALUE!
5
#VALUE!
20
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
20
#VALUE!
3
#VALUE!
Page 14/49
CIDECO
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
4100
4
2
680
5700
1000
5700
200
2
120
1
1000
2
1880
200
ÑG-3
4850 680 1000
2
5800 5800
200
1
120
1
1000
ÑG-4
1880
200
3 4
4900
1
1 2
200 1000
ÑG-5
120
3 4
2 3 4
Rebar Schedule
1000 120
1
1000
1
200 200
ÑG-6
1880 6920 6920 5460
3 4
4200 4100
3 4
4200
680
1
200 1000
3
1880
1880 4200 4200 4200 4200
1000 680
ÑG-2
1880
1000
7
200 1000 120 120
6
200 1000 1280 680
4100
5
200 200
TEÂN CK
11/30/2009
20
#VALUE!
3
#VALUE!
12
#VALUE!
3
#VALUE!
8
#VALUE!
24
#VALUE!
8
#VALUE!
24
#VALUE!
20
#VALUE!
12
#VALUE!
20
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
24
#VALUE!
16
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
33
#VALUE!
16
#VALUE!
12
#VALUE!
16
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
34
#VALUE!
20
#VALUE!
14
#VALUE!
20
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
40
#VALUE!
16
#VALUE!
4
#VALUE!
16
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
5
4100
12
#VALUE!
2
#VALUE!
6
4100
12
#VALUE!
2
#VALUE!
Page 15/49
CIDECO
C1-H
4
6
3
Rebar Schedule
4
1280 680 300 200 280 300 200 280 300 200 280
480 2490
1
380 2490 380 2490
1 2
C1-Tr
4200
1 2
CT-H
4200
1 2
C2-H
300
3
200
2
480
280
1
4200
300
1
4200
200
ÑK-5
480
280
3
10050
380
2
10050
580
1
480
280 3740
280
1
120
ÑK-4
120
3
300
2
200
1
120
1
300
ÑK-3
200
3
5800
120
2
5800
300
1
200
1
120
ÑK-2
480
300
3
5850
200
2
5850
120
1
120
1
120
ÑK-1
1880
300
8
1880
200
7
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
120
TEÂN CK
11/30/2009
8
#VALUE!
24
#VALUE!
8
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
34
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
34
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
58
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
8
#VALUE!
6
#VALUE!
18
#VALUE!
20
#VALUE!
8
#VALUE!
6
#VALUE!
18
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
18
#VALUE!
16
#VALUE!
6
#VALUE!
Page 16/49
CIDECO
2 C2-L1
6
3
C1-L2
4
C2-L2
6
CT-L2
3
C1-L3
Rebar Schedule
4
1
380
380 480 280 380 480 280
2940
1 2
280 2940
1 2
280 2940
1 2
380 2940
1 2
280 2940
1 2
CT-L1
2940
1
380
4
280
380
2 C1-L1
2940
1
280
3
380
CT-L
380
380
2
380 2940
1 120
6
120
C2-L
120
2
280 2940
1
120
4
120
C1-L
120
2
580 3740
1
120
3
120
2 CT-Tr
3740
1
120
6
120
C2-Tr
380
280 2940
280
2
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
120
TEÂN CK
11/30/2009
6
#VALUE!
26
#VALUE!
20
#VALUE!
8
#VALUE!
6
#VALUE!
26
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
26
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
20
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
20
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
20
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
Page 17/49
CIDECO
6
CT-L5
3
4
C2-L6
6
CT-L6
3
C1-L7
4
C2-L7
Rebar Schedule
6
1
280
280 380 280 280 380 280 280
2940
1 2
280 2940
1 2
280 2940
1 2
280 2940
1 2
280 2940
1 2
C1-L6
2940
1 2
280
280
2 C2-L5
2940
1
280
4
280
280
2 C1-L5
2940
1
280
3
280
280
CT-L4
120
2
280 2940
1
120
6
120
C2-L4
120
2
280 2940
1
120
4
120
C1-L4
120
2
280 2940
1
120
3
120
2 CT-L3
2940
1
120
6
120
C2-L3
280
280 2940
280
2
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
120
TEÂN CK
11/30/2009
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
Page 18/49
CIDECO
120
280 280
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
10
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
5
3625
16
#VALUE!
1
#VALUE!
6
3600
16
#VALUE!
1
#VALUE!
6
#VALUE!
125
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
1
580
280
2500
21550+ 1* 480
200 350
4
21550+ 1* 480 2887.5
20
#VALUE!
2
#VALUE!
4
2500
16
#VALUE!
2
#VALUE!
5
3625
16
#VALUE!
1
#VALUE!
6
3600
16
#VALUE!
2
#VALUE!
6
#VALUE!
125
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
1
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
20
#VALUE!
2
#VALUE!
1
580
280
3
4200 4200 2800
3
120
280
21550+ 1* 480
350
21550+ 1* 480
200
2
350
1
580
200
4
Rebar Schedule
#VALUE!
#VALUE!
3
1
14
2
2
DS-4
#VALUE!
#VALUE!
7 1
21
20
2
DS-3
#VALUE!
2887.5
350
1
21550+ 1* 480
6
3
7 DS-2
280
2
21550+ 1* 480
200 350
1
280
200
1
120
2 DS-1
1340
1
200 350
3
280
120
CT-M
1340
1 2
280
200 350
1
120
2 C2-M
2940
1
120
3
350
CT-L7
280
280
2
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
200
TEÂN CK
11/30/2009
2887.5
Page 19/49
CIDECO
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M) 2500
4
3550
5
3600
20
#VALUE!
1
#VALUE!
6
#VALUE!
125
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
#VALUE!
2
#VALUE!
5
3550
16
#VALUE!
1
#VALUE!
6
3625
16
#VALUE!
1
#VALUE!
7
3600
20
#VALUE!
1
#VALUE!
6
#VALUE!
125
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
1425
16
#VALUE!
1
#VALUE!
2887.5
20
#VALUE!
2
#VALUE!
1
4200
350 280
16
4200
350 120
4200
350 180
4200
200
2800
4
120
580
180
22750+ 2* 480
350
22750+ 1* 480
200
3
580
350
2
4200
350 200
1
4200
2800
3 4
580
200
1
580
2800 200 350 120
1
2
Rebar Schedule
#VALUE!
2500
4
7
1
4
3
DS-9
#VALUE!
#VALUE!
2
56
16
2
4
DS-8
#VALUE!
#VALUE!
3
7
2
20
2
DS-7
#VALUE!
2887.5
200
8
21550+ 1* 480
16
3
8 DS-6
350 280
2
21550+ 1* 480
200
1
350 120
1
580
200
DS-5
350 120
7
200
6
200 350 180
TEÂN CK
11/30/2009
Page 20/49
CIDECO
TEÂN CK
11/30/2009
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
2500
5
3600
16
#VALUE!
2
#VALUE!
6
#VALUE!
132
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
1425
16
#VALUE!
1
#VALUE!
4
2887.5
20
#VALUE!
2
#VALUE!
5
2500
20
#VALUE!
2
#VALUE!
6
3550
16
#VALUE!
1
#VALUE!
7
3600
16
#VALUE!
2
#VALUE!
6
#VALUE!
132
#VALUE!
14
#VALUE!
1
#VALUE!
14
#VALUE!
1
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
1 2
280
2
4200
200 300
DS-12
4200
480
80
3
580
4200
200 300
2
120
1
2
Rebar Schedule
300 180
1
200
2
480 22750+ 1* 420
300 180
DS-14
4200
22750+ 1* 420
200
3
300 120
2
4200
200
1
300 120
3
200
DS-13
4200 2700
3 4
22750+ 1* 480
200 300
8
22750+ 2* 480
120
1
580
280
7
200 350
#VALUE!
120
1
350 200 350
#VALUE!
3
1
#VALUE!
16
2
DS-11
2
3550
200 300
7
#VALUE!
6
8 DS-10
20
480
3
2887.5
14
#VALUE!
2
#VALUE!
4
2512.5
14
#VALUE!
2
#VALUE!
5
2500
14
#VALUE!
2
#VALUE!
Page 21/49
CIDECO
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
14
#VALUE!
2
#VALUE!
7
3500
14
#VALUE!
2
#VALUE!
6
#VALUE!
132
#VALUE!
14
#VALUE!
1
#VALUE!
14
#VALUE!
1
#VALUE!
6
#VALUE!
17
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
12
#VALUE!
14
#VALUE!
1
#VALUE!
14
#VALUE!
1
#VALUE!
6
#VALUE!
12
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
8
#VALUE!
43
#VALUE!
8 1 2 3 1 2 3 1 2 3 1
1 2 3
SAN TRET
1
1
2000 2000 380 4200 4200 380 2840
10
#VALUE!
30
#VALUE!
3
2900
6
#VALUE!
7
#VALUE!
4
4200
6
#VALUE!
7
#VALUE!
5
4140
10
#VALUE!
60
#VALUE!
8
#VALUE!
43
#VALUE!
5790
7
4200
6
#VALUE!
11
#VALUE!
8
5850
6
#VALUE!
11
#VALUE!
9
1240
10
#VALUE!
43
#VALUE!
8
#VALUE!
14
#VALUE!
4140
11
1300
6
#VALUE!
3
#VALUE!
12
4200
6
#VALUE!
3
#VALUE!
13
4140
10
#VALUE!
59
#VALUE!
8
#VALUE!
43
#VALUE!
14
Rebar Schedule
380
4140
10
1
2000
2
6
SAN LUNG
2000
60
DT-2a
380
60
10
2900
5740
60
DT-3
2900
15
4200
6
#VALUE!
11
#VALUE!
16
5800
6
#VALUE!
11
#VALUE!
6
#VALUE!
108
#VALUE!
1
3840
60
1
60
DT-2
60
11
60
DT-1
480
60 280 200 250 80 200 250 280 200 250 80 200 250 180
3525
60 120 200 250 120 200 250 120 200 250 120 200 250 120
6
60
TEÂN CK
11/30/2009
Page 22/49
CIDECO
Rebar Schedule
60
#VALUE!
102
#VALUE!
80
1950
6 8
#VALUE!
87
#VALUE!
80
60 80
4
1950
80
3
4140
8
#VALUE!
81
#VALUE!
6
#VALUE!
10
#VALUE!
#VALUE!
108
#VALUE!
#VALUE!
45
#VALUE!
#VALUE!
66
#VALUE!
#VALUE!
27
#VALUE!
7 8 9 10
1590
60
4200
6
4140
60
6
6
825
80
#VALUE!
8
825
80
10
60
#VALUE!
60
6
80
3900
80
5
8
4
#VALUE!
12
4200
6
#VALUE!
4
#VALUE!
#VALUE!
36
#VALUE!
#VALUE!
12
#VALUE!
13 14
1240
60
#VALUE!
6
4140
60
6
60
1650
60
11
6
6
#VALUE!
3
#VALUE!
#VALUE!
108
#VALUE!
#VALUE!
102
#VALUE!
#VALUE!
87
#VALUE!
#VALUE!
81
#VALUE!
1 2 3 4
3840
60
4200
3
4140
60
16
6
1950
80
#VALUE!
8
1950
80
3
60
#VALUE!
60
6
80
1300
80
15
8
4200
6
#VALUE!
10
#VALUE!
#VALUE!
108
#VALUE!
#VALUE!
45
#VALUE!
#VALUE!
66
#VALUE!
#VALUE!
27
#VALUE!
7 8 9 10
1590
60
6
6
4140
60
#VALUE!
6
825
80
10
8
825
80
#VALUE!
60
6
60
3900
80
5
80
8
1650
6
#VALUE!
4
#VALUE!
12
4200
6
#VALUE!
4
#VALUE!
#VALUE!
36
#VALUE!
#VALUE!
12
#VALUE!
13 14
1240
60
11
6
4140
60
7
2
60
SAN LAU DIEN HINH
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
60
TEÂN CK
11/30/2009
6
15
1300
6
#VALUE!
3
#VALUE!
16
4200
6
#VALUE!
3
#VALUE!
Page 23/49
CIDECO
4140
11
#VALUE!
6
#VALUE!
3
#VALUE!
6
#VALUE!
3
#VALUE!
#VALUE!
120
#VALUE!
#VALUE!
66
#VALUE!
#VALUE!
177
#VALUE!
8
#VALUE!
66
#VALUE!
4140
60
8
5740
60
8
2100
100
10
2100
100
11
#VALUE!
6
5800
6
#VALUE!
11
#VALUE!
8
#VALUE!
22
#VALUE!
8
#VALUE!
8
#VALUE!
8
1240
60
#VALUE!
4140
60
6
60
4200
60
5
7
3
#VALUE!
10
4200
6
#VALUE!
3
#VALUE!
#VALUE!
22
#VALUE!
#VALUE!
7
#VALUE!
6
#VALUE!
3
#VALUE!
6
#VALUE!
3
#VALUE!
11 12
14
1140
60
#VALUE!
8
4140
60
6
60
1300
60
9
13
Rebar Schedule
#VALUE!
60
4
6
60
3
#VALUE!
100
2
36
100
1
#VALUE!
4200
20 1
6
1200
19
SAN MAI
60
18
1140
60
17
60
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
60
TEÂN CK
11/30/2009
8
1200
4200
Page 24/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 25/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 26/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 27/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 28/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 29/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 30/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 31/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 32/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 33/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 34/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 35/49
CIDECO
11/30/2009
BAÛNG TOÅNG HÔÏP COÁT THEÙP COÂNG TRÌNH:
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
HAÏNG MUÏC:
MOÙNG, COÄT, DAÀM, SAØN
ÑÖÔØNG KÍNH (MM)
TOÅNG CHIEÀU DAØI (M)
TOÅNG KHOÁI LÖÔÏNG (KG)
6
#VALUE!
#VALUE!
8
#VALUE!
#VALUE!
10
#VALUE!
#VALUE!
12
-
-
14
#VALUE!
#VALUE!
16
#VALUE!
#VALUE!
18 20
#VALUE!
#VALUE!
22
-
-
25
-
-
28
-
-
32
-
-
48
-
-
TOTAL
Summary List of Re-bar
#VALUE!
#VALUE!
Page 36/49
MOÙNG ÑÔN KH
M-2
sck
3
am
bm
ac
bc
hm
hc
hdeep
npile
m
m
m
m
m
m
m
pl/m2
0.25
0.35
0.7
3.1
1.1
1.1
1.8
ϕa
na
3
nb
mm 3
10
15
3
12
31
M-3
3
1.85
1.9
0.25
0.35
1.1
1.1
1.8
9
10
9
9
12
9
M-4
1
1.8
4.2
0.25
0.25
1.1
1.1
1.8
21
10
9
21
10
9
ϕb mm 10 20 10 20 10 10
NEÀN KH
sck
a
b
d
npile
m
m
m
pl/m
2
ϕa
@
ϕb
@
mm
mm
mm
mm
COÄT & BOÅ TRUÏ KH
sck
b
h
H
Hn
m
m
m
m
ϕ1
n1
mm
n2
ϕ2
ϕd
@
mm
mm
mm
nd
C1-H
4
0.25
0.25
2.55
0
8
16
6
150
2
C2-H
6
0.35
0.25
2.55
0
8
20
6
150
2
CT-H
3
0.2
0.2
2.55
0
4
14
6
150
2
C1-Tr
4
0.25
0.25
3.8
0
6
16
6
150
2
C2-Tr
6
0.3
0.35
3.8
0
8
20
6
150
2
CT-Tr
3
0.2
0.2
3.8
0
4
14
6
150
2
C1-L
4
0.25
0.25
3
0
6
16
6
150
2
C2-L
6
0.3
0.25
3
0
6
20
6
150
2
CT-L
3
0.2
0.2
3
0
4
14
6
150
2
C1-L1
4
0.25
0.2
3
0
6
16
6
150
2
C2-L1
6
0.25
0.25
3
0
6
20
6
150
2
CT-L1
3
0.2
0.2
3
0
4
14
6
150
2
C1-L2
4
0.25
0.2
3
0
6
16
6
150
2
C2-L2
6
0.25
0.25
3
0
6
20
6
150
2
CT-L2
3
0.2
0.2
3
0
4
14
6
150
2
C1-L3
4
0.2
0.2
3
0
4
14
6
150
2
C2-L3
6
0.25
0.2
3
0
6
16
6
150
2
CT-L3
3
0.2
0.2
3
0
4
14
6
150
2
C1-L4
4
0.2
0.2
3
0
4
14
6
150
2
C2-L4
6
0.25
0.2
3
0
6
16
6
150
2
CT-L4
3
0.2
0.2
3
0
4
14
6
150
2
C1-L5
4
0.2
0.2
3
0
4
14
6
150
2
C2-L5
6
0.2
0.2
3
0
4
14
6
150
2
CT-L5
3
0.2
0.2
3
0
4
14
6
150
2
C1-L6
4
0.2
0.2
3
0
4
14
6
150
2
C2-L6
6
0.2
0.2
3
0
4
14
6
150
2
CT-L6
3
0.2
0.2
3
0
4
14
6
150
2
C1-L7
4
0.2
0.2
3
0
4
14
6
150
2
C2-L7
6
0.2
0.2
3
0
4
14
6
150
2
CT-L7
3
0.2
0.2
3
0
4
14
6
150
2
C2-M
1
0.2
0.2
1.4
0
4
14
6
150
2
CT-M
3
0.2
0.2
1.4
0
4
14
6
150
2
DAÀM & ÑAØ KH
DS-1
DS-2
sck
1
1
b
h
Ln
m
m
m
ϕt
nt
ϕd
nd
mm
0.2
0.35
5.7
0.2
0.35
5.85
0.15
0.35
4.2
0.2
0.35
5.8
0.2
0.35
5.7
0.2
0.35
5.85
0.2
0.35
4.2
0.2
0.35
5.8
2
2
16
16
mm 2
2
0.2
0.35
4.2
2
16
2
16
DS-4
1
0.2
0.35
5.7
2
16
2
16
0.2
0.35
5.85
0.15
0.35
4.2
0.2
0.35
5.8
0.2
0.35
5.7
0.2
0.35
5.85
0.2
0.35
4.2
0.2
0.35
5.8
2
16
2
16
DS-6
8
0.15
0.35
4.2
2
14
2
14
DS-7
7
0.15
0.35
4.2
2
14
2
14
DS-8
56
0.15
0.35
4.2
2
14
2
14
DS-9
7
0.2
0.35
1.2
2
16
2
16
0.2
0.35
5.7
0.2
0.35
5.85
0.15
0.35
4.2
0.2
0.35
5.8
0.2
0.35
1.2
0.2
0.35
5.7
0.2
0.35
5.85
0.2
0.35
4.2
0.2
0.35
5.8
DS-10
7
1
2
16
2
ϕgp
ngp
mm
16
1
1
10
16
DS-3
DS-5
ϕgt
ngt
16
mm 2
20
2
16
2
20
2
16
2
20
2
16
2
20
2
16
2
20
2
20
2
20
2
20
16 1
16
DS-11
1
0.1
0.3
4.2
1
14
1
14
DS-12
2
0.15
0.3
4.2
2
16
2
16
DS-13
3
0.15
0.3
4.2
2
14
2
14
DS-14
2
0.15
0.3
1.2
2
14
2
14
0.15
0.3
5.7
2
14
0.15
0.3
5.85
2
14
0.15
0.3
4.2
2
14
0.15
0.3
5.8
DT-1
11
0.1
0.25
2.9
1
14
1
14
DT-2
1
0.2
0.25
2
2
14
2
14
DT-3 DT-2a ÑG-1
10
0.1
0.25
2
1
14
1
14
1
0.2
0.25
1.95
2
14
2
14
0.2
0.25
2.25
0.4
1
4.2
10
20
3
20
0.7
1
4.2
2
16
1
ÑG-2
3
0.4
1
4.2
12
20
2
20
ÑG-3
2
0.4
1
5.7
10
16
2
16
ÑG-4
1
0.4
1
5.8
12
16
2
16
ÑG-5
1
0.4
1
6.92
14
20
2
20
ÑG-6
1
0.7
1
4.2
4
16
2
16
0.4
1
4.2
10
16
2
16
ÑK-1
1
0.2
0.3
5.85
2
14
2
14
ÑK-2
1
0.2
0.3
5.8
2
14
2
14
ÑK-3
1
0.2
0.3
5.85
2
14
2
14
0.2
0.3
4.2
ÑK-4
1
0.2
0.3
4.2
2
14
2
14
ÑK-5
1
0.2
0.3
4.2
2
14
2
14
nnhip
ϕnhip
ϕd
mm
mm
1
16
1
16
nd
6
2
6
2
1
16
2
16
1
16
6
2
1
16
6
2
1
20
1
16
6
2
1
16
1
20
2
14
6
2
2
14
6
2
2
14
6
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2
1
16
2
16
1
16
2
16
2
16
2
14
2
14
6
2
6
2
3
20
8
2
3
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
6
2
6
2
6
2
6
2
6
2
SAØN KH
SAN TRET
SAN LUNG
SAN LAU DIEN HINH
SAN MAI
sck
1
1
7
1
L1
L2
d
m
m
m
Ns
ϕ1n
@
ϕ1g
@
ϕ2n
mm
mm
mm
mm
mm
2.9
4.2
0.15
1
8
100
10
4.2
5.85
0.15
1
10
100
8
1.3
4.2
0.15
1
10
100
8
4.2
5.8
0.15
1
10
100
8
3.9
4.2
0.08
3
6
120
8
150
6
1.65
4.2
0.08
3
6
120
8
200
6
1.3
4.2
0.08
1
6
120
3.9
4.2
0.08
3
3
120
8
150
6
1.65
4.2
0.08
3
6
120
8
200
6
1.3
4.2
0.08
1
6
120
6
1.2
4.2
0.08
1
6
120
6
4.2
5.8
0.1
3
8
150
1.3
4.2
0.1
1
8
200
8
1.2
4.2
0.1
1
8
200
8
6
10
100
8
@
ϕ2g
@
mm
mm
mm
100 100 100 100 120
8
150
120
8
200
120
8
150
120
8
200
8
200
120
120 120 200 200 200
OÂ VAÊNG KH
sck
b
L
d
ϕc
@
ϕp
@
m
m
m
mm
mm
mm
mm
TÖÔØNG KH
sck
H
L
d
ϕH
@
ϕL
@
m
m
m
mm
mm
mm
mm
n
English
stt
BAÛNG TÍNH KHOÁI LÖÔÏNG
BILL OF QUANTITIES
BAÛNG THOÁNG KEÂ THEÙP
RE-BAR SCHEDULE
BAÛNG TOÅNG HÔÏP COÁT THEÙP
SUMMARY LIST OF RE-BAR
COÂNG TRÌNH:
PROJECT:
HAÏNG MUÏC:
ITEM:
SOÁ TT
ID
DIEÃN GIAÛI
DESCRIPTION
ÑÔN VÒ
UNIT
KHOÁI LÖÔÏNG
QUANTITY
ÑÔN GIAÙ
UNIT PRICE
THAØNH TIEÀN
TOTAL
TEÂN CK
MEMBER
SOÁ CK
N.of M.
SH THEÙP
BAR No.
HÌNH DAÙNG & KÍCH THÖÔÙC
SHAPE & DIMENSION
DAØI 1 THANH (MM)
LENGTH OF BAR (MM)
SOÁ THANH /CK
N.of BAR /PCS
TOÅNG CHIEÀU DAØI (M)
TOTAL OF LENGTH (M)
TOÅNG KHOÁI LÖÔÏNG (KG)
TOTAL OF WEIGHT (KG)
ÑÖÔØNG KÍNH (MM)
DIAMETER (MM)
TOÅNG COÄNG
TOTAL
Ñaøo ñaát
Excavating
1
Coïc cöø traøm
Wooden pile
2
Beâ toâng loùt
Lean concrete
3
Beâ toâng moùng ñôn
Concrete for isolated
4
Beâ toâng moùng baêng
Concrete for band foundation
5
Beâ toâng moùng beø
Concrete for raft foundation
6
Beâ toâng neàn
Concrete for ground floor slab
7
Beâ toâng coå moùng, coät, boå truï
Concrete for pedestal, column, sub-column
8
Beâ toâng daàm, giaèng, lanh toâ
Concrete for beam, brace, lintel
9
Beâ toâng saøn
Concrete for floor slab
10
Beâ toâng oâ-vaêng
Concrete for awning
11
Beâ toâng töôøng
Concrete for R.C. wall
12
Beâ toâng caàu thang
Concrete for staircase
13
Coáp-pha moùng ñôn
Formwork for isolated
14
Coáp-pha moùng baêng
Formwork for band foundation
15
Coáp-pha moùng beø
Formwork for raft foundation
16
Coáp-pha coå moùng, coät, boå truï
Formwork for pedestal, column, sub-column
17
Coáp-pha daàm, giaèng
Formwork for beam, brace
18
Coáp-pha saøn neàn
Formwork for ground floor slab
19
Coáp-pha saøn taàng
Formwork for floor slab
20
Coáp-pha lanh toâ
Formwork for lintel
21
Coáp-pha oâ-vaêng
Formwork for awning
22
Coáp-pha töôøng
Formwork for R.C. wall
23
Coáp-pha caàu thang
Formwork for staircase
24
BAÛNG THEÙP CÔ BAÛN STT
Dieãn giaûi
Hình daùng
L1
L2
1 Straigth
Teân taäp tin straigth
2 Top Both
200
3 Top Left
200
200 topboth topleft
4 Top Right
200 topright
5 Bottom Both
200
6 Bottom Left
200
200 bttboth bttleft
7 Bottom Right 8 Rect Stirrup
L3
200 bttright 120
9 Cir Stirrup
700
300 rectstir cirstir
10 V Reinforcing
200
200 vreinf
11 M Reinforcing
200
200 mreinf
12 Hook Straigth
60
60 hookstr
BAÛNG THOÂNG TIN Dieãn giaûi
Giaù trò
Phaàn höôùng daãn cuûa c
Teân coâng trình
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
Teân haïng muïc
MOÙNG, COÄT, DAÀM, SAØN
Ngoân ngöõ söû duïng
v
QUY ÑÒNH VEÀ MAØ
QUY ÑÒNH VEÀ NUÙ Ctrl+M Ctrl+T Ctrl+L Ctrl+K Ctrl+D
Phaàn höôùng daãn cuûa chöông trình
QUY ÑÒNH VEÀ MAØU SAÉC Coù theå khoâng caàn nhaäp Neân nhaäp khi caàn laäp thoáng keâ theùp Baét buoäc phaûi nhaäp
QUY ÑÒNH VEÀ NUÙT TAÉT Chaïy baûng khoái löôïng Chaïy baûng thoáng keâ theùp Theâm moät doøng trong baûng thoáng keâ Hoaøn taát baûng toång hôïp coát theùp Xoùa taát caû caùc sheet nhaäp lieäu
SAIGONKIEN TRUC
11/30/2009
BAÛNG TÍNH KHOÁI LÖÔÏNG COÂNG TRÌNH:
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
HAÏNG MUÏC:
MOÙNG, COÄT, DAÀM, SAØN
SOÁ TT
DIEÃN GIAÛI
ÑÔN VÒ KHOÁI LÖÔÏNG
1 Concrete for pedestal, column, sub-column C1-H
4* .35* .4* 2.7
=
#VALUE!
C2-H
6* .4* .5* 2.7
=
#VALUE!
CP-H
3* .2* .2* 2.7
=
#VALUE!
C1-T
4* .35* .4* 4
=
#VALUE!
C2-T
6* .4* .5* 4
=
#VALUE!
CP-T
3* .2* .2* 4
=
#VALUE!
C1-L
4* .35* .4* 3
=
#VALUE!
C2-L
6* .4* .5* 3
=
#VALUE!
CP-L
3* .2* .2* 3
=
#VALUE!
C1-L1
4* .35* .4* 3
=
#VALUE!
C2-L1
6* .4* .45* 3
=
#VALUE!
CP-L1
3* .2* .2* 3
=
#VALUE!
C1-L2
4* .35* .4* 3
=
#VALUE!
C2-L2
6* .4* .45* 3
=
#VALUE!
CP-L2
3* .2* .2* 3
=
#VALUE!
C1-L3
4* .35* .4* 3
=
#VALUE!
C2-L3
6* .4* .45* 3
=
#VALUE!
CP-L3
3* .2* .2* 3
=
#VALUE!
C1-L4
4* .3* .35* 3
=
#VALUE!
C2-L4
6* .35* .4* 3
=
#VALUE!
CP-L4
3* .2* .2* 3
=
#VALUE!
C1-L5
4* .3* .35* 3
=
#VALUE!
C2-L5
6* .35* .4* 3
=
#VALUE!
CP-L5
3* .2* .2* 3
=
#VALUE!
C1-L6
4* .3* .35* 3
=
#VALUE!
C2-L6
6* .35* .4* 3
=
#VALUE!
CP-L6
3* .2* .2* 3
=
#VALUE!
C1-L7
4* .3* .3* 3
=
#VALUE!
C2-L7
6* .3* .35* 3
=
#VALUE!
CP-L7
3* .2* .2* 3
=
#VALUE!
C2-M
6* .3* .35* 2.4
=
#VALUE!
2 Concrete for beam, brace, lintel DM-1
1* .5* 1.5* 7.65
=
#VALUE!
DM-2
2* .7* 1.5* 7.65
=
#VALUE!
Bill of Quantities
m3
#VALUE!
m3
#VALUE!
Page 6 /49
SAIGONKIEN TRUC
11/30/2009
DM-3
1* .7* 1.5* 7.8
=
#VALUE!
DM-4
1* .5* 1.5* 8.65
=
#VALUE!
DM-5
1* .4* 1.5* 5.6
=
#VALUE!
1* .4* 1.5* 4.35
=
#VALUE!
1* .4* 1.5* 5.45
=
#VALUE!
1* .4* 1.5* 4.3
=
#VALUE!
1* .4* 1.5* 5.6
=
#VALUE!
1* .4* 1.5* 4.35
=
#VALUE!
DM-7
1* .4* 1.5* 5.45
=
#VALUE!
DM-8
1* .4* 1.5* 5.45
=
#VALUE!
S1
1* .5* .22* 7.65
=
#VALUE!
S1
1* .5* .22* 8.65
=
#VALUE!
S2
1* .5* .22* 7.65
=
#VALUE!
S2
1* .5* .22* 7.8
=
#VALUE!
S3
1* .3* .22* 4.35
=
#VALUE!
DS-1
1* .2* .4* 5.6
=
#VALUE!
1* .2* .4* 4.35
=
#VALUE!
1* .2* .4* 5.45
=
#VALUE!
1* .2* .4* 4.3
=
#VALUE!
1* .2* .4* .5
=
#VALUE!
8* .2* .4* 5.6
=
#VALUE!
8* .2* .4* 4.35
=
#VALUE!
8* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 4.3
=
#VALUE!
8* .2* .4* .5
=
#VALUE!
8* .2* .4* 1.15
=
#VALUE!
1* .2* .4* 5.6
=
#VALUE!
1* .2* .4* 4.35
=
#VALUE!
1* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 5.6
=
#VALUE!
8* .2* .4* 4.35
=
#VALUE!
8* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 1.15
=
#VALUE!
DS-3
9* .2* .4* 5.1
=
#VALUE!
DS-4
1* .2* .4* 5.6
=
#VALUE!
1* .2* .4* 4.35
=
#VALUE!
1* .2* .4* 5.45
=
#VALUE!
1* .2* .4* 4.45
=
#VALUE!
1* .2* .4* .5
=
#VALUE!
DM-6
DS-1a
DS-2
DS-2a
Bill of Quantities
Page 7 /49
SAIGONKIEN TRUC
DS-4a
11/30/2009
8* .2* .4* 5.6
=
#VALUE!
8* .2* .4* 4.35
=
#VALUE!
8* .2* .4* 5.45
=
#VALUE!
8* .2* .4* 4.45
=
#VALUE!
8* .2* .4* .5
=
#VALUE!
DS-5
27* .35* .55* 7.65
=
#VALUE!
DS-6
9* .35* .55* 7.8
=
#VALUE!
DS-7
9* .35* .55* 8.65
=
#VALUE!
DS-8
8* .2* .3* 4.35
=
#VALUE!
DS-9
9* .2* .3* 2.35
=
#VALUE!
DS-10
9* .1* .3* 3.15
=
#VALUE!
DM-1
3* .2* .35* 4.35
=
#VALUE!
3* .2* .35* .8
=
#VALUE!
DM-2
2* .35* .5* 7.65
=
#VALUE!
DM-2a
2* .2* .3* 7.65
=
#VALUE!
3 Concrete for floor slab BM
TREÄT
LÖÕNG
L 1-7
Bill of Quantities
m3
1* 5.6* 7.65* .6* 1
=
#VALUE!
1* 4.35* 7.65* .6* 1
=
#VALUE!
1* 5.45* 7.8* .6* 1
=
#VALUE!
1* 5.1* 8.65* .6* 1
=
#VALUE!
1* 2.1* 7.65* .22* 1
=
#VALUE!
1* 4.35* 4.5* .22* 1
=
#VALUE!
1* 5.45* 7.8* .22* 1
=
#VALUE!
1* 5.1* 8.65* .22* 1
=
#VALUE!
1* 3.2* 5.6* .1* 1
=
#VALUE!
1* 4.45* 5.6* .1* 1
=
#VALUE!
1* 3.2* 4.35* .1* 1
=
#VALUE!
1* 1.2* 4.35* .1* 1
=
#VALUE!
1* 3.2* 5.45* .1* 1
=
#VALUE!
1* 4.45* 5.45* .1* 1
=
#VALUE!
1* 4.05* 5.1* .1* 1
=
#VALUE!
1* 4.3* 4.6* .1* 1
=
#VALUE!
7* 3.2* 5.6* .1* 1
=
#VALUE!
7* 4.45* 5.6* .1* 1
=
#VALUE!
7* 3.2* 4.35* .1* 1
=
#VALUE!
7* 1.2* 4.35* .1* 1
=
#VALUE!
7* 3.2* 5.45* .1* 1
=
#VALUE!
7* 4.45* 5.45* .1* 1
=
#VALUE!
7* 4.05* 5.1* .1* 1
=
#VALUE!
#VALUE!
Page 8 /49
SAIGONKIEN TRUC
KT
MAÙI
Bill of Quantities
11/30/2009
7* 4.3* 4.6* .1* 1
=
#VALUE!
7* 1.15* 3.2* .1* 1
=
#VALUE!
7* 1.15* 4.45* .1* 1
=
#VALUE!
1* 1.15* 4.4* .1* 1
=
#VALUE!
1* 1.15* 3.25* .1* 1
=
#VALUE!
1* 4.4* 5.6* .1* 1
=
#VALUE!
1* 3.25* 5.6* .1* 1
=
#VALUE!
1* 4.35* 4.4* .1* 1
=
#VALUE!
1* 4.4* 5.45* .1* 1
=
#VALUE!
1* 3.25* 5.45* .1* 1
=
#VALUE!
1* 5.1* 5.15* .1* 1
=
#VALUE!
1* 3.4* 4.3* .1* 1
=
#VALUE!
1* 3.825* 4.35* .1* 2
=
#VALUE!
1* .8* 3.825* .1* 4
=
#VALUE!
Page 9 /49
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 10 /49
OÁI LÖÔÏNG
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 11 /49
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 12 /49
SAIGONKIEN TRUC
11/30/2009
Bill of Quantities
Page 13 /49
CIDECO
11/30/2009
BAÛNG THOÁNG KEÂ THEÙP COÂNG TRÌNH:
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
HAÏNG MUÏC:
MOÙNG, COÄT, DAÀM, SAØN
2 3 4 5 6 7 8 9 10 ÑG-1
1
1 2 3
Rebar Schedule
1100 900
1800 1800 1500 1750 1750 1750 1750 1750 2600 3000 4200 4200 8400
900 1100 1300 900 1100
1100 900
1100
1
900
1
900 1100 3700
M-4
3700
1100
5
1800
1900
900 1100 900
4
1800
1900
1100
3
700
1000 2900 3400 900
2
700
200 1000
1
900 1100 120 900 1100
3
1100
M-3
6100
900
5
900 1100 120
4
1100
3
3100
900 1100 900
2
3100
1100
1
120 120 900
3
1000
M-2
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
200 1000
TEÂN CK
10
#VALUE!
3
#VALUE!
20
#VALUE!
7
#VALUE!
10
#VALUE!
15
#VALUE!
12
#VALUE!
15
#VALUE!
8
#VALUE!
5
#VALUE!
10
#VALUE!
7
#VALUE!
20
#VALUE!
7
#VALUE!
10
#VALUE!
8
#VALUE!
12
#VALUE!
8
#VALUE!
8
#VALUE!
5
#VALUE!
10
#VALUE!
8
#VALUE!
10
#VALUE!
8
#VALUE!
10
#VALUE!
7
#VALUE!
10
#VALUE!
7
#VALUE!
10
#VALUE!
7
#VALUE!
20
#VALUE!
15
#VALUE!
10
#VALUE!
7
#VALUE!
10
#VALUE!
7
#VALUE!
8
#VALUE!
5
#VALUE!
8
#VALUE!
5
#VALUE!
20
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
20
#VALUE!
3
#VALUE!
Page 14/49
CIDECO
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
4100
4
2
680
5700
1000
5700
200
2
120
1
1000
2
1880
200
ÑG-3
4850 680 1000
2
5800 5800
200
1
120
1
1000
ÑG-4
1880
200
3 4
4900
1
1 2
200 1000
ÑG-5
120
3 4
2 3 4
Rebar Schedule
1000 120
1
1000
1
200 200
ÑG-6
1880 6920 6920 5460
3 4
4200 4100
3 4
4200
680
1
200 1000
3
1880
1880 4200 4200 4200 4200
1000 680
ÑG-2
1880
1000
7
200 1000 120 120
6
200 1000 1280 680
4100
5
200 200
TEÂN CK
11/30/2009
20
#VALUE!
3
#VALUE!
12
#VALUE!
3
#VALUE!
8
#VALUE!
24
#VALUE!
8
#VALUE!
24
#VALUE!
20
#VALUE!
12
#VALUE!
20
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
24
#VALUE!
16
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
33
#VALUE!
16
#VALUE!
12
#VALUE!
16
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
34
#VALUE!
20
#VALUE!
14
#VALUE!
20
#VALUE!
2
#VALUE!
12
#VALUE!
2
#VALUE!
8
#VALUE!
40
#VALUE!
16
#VALUE!
4
#VALUE!
16
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
5
4100
12
#VALUE!
2
#VALUE!
6
4100
12
#VALUE!
2
#VALUE!
Page 15/49
CIDECO
C1-H
4
6
3
Rebar Schedule
4
1280 680 300 200 280 300 200 280 300 200 280
480 2490
1
380 2490 380 2490
1 2
C1-Tr
4200
1 2
CT-H
4200
1 2
C2-H
300
3
200
2
480
280
1
4200
300
1
4200
200
ÑK-5
480
280
3
10050
380
2
10050
580
1
480
280 3740
280
1
120
ÑK-4
120
3
300
2
200
1
120
1
300
ÑK-3
200
3
5800
120
2
5800
300
1
200
1
120
ÑK-2
480
300
3
5850
200
2
5850
120
1
120
1
120
ÑK-1
1880
300
8
1880
200
7
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
120
TEÂN CK
11/30/2009
8
#VALUE!
24
#VALUE!
8
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
34
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
34
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
58
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
8
#VALUE!
6
#VALUE!
18
#VALUE!
20
#VALUE!
8
#VALUE!
6
#VALUE!
18
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
18
#VALUE!
16
#VALUE!
6
#VALUE!
Page 16/49
CIDECO
2 C2-L1
6
3
C1-L2
4
C2-L2
6
CT-L2
3
C1-L3
Rebar Schedule
4
1
380
380 480 280 380 480 280
2940
1 2
280 2940
1 2
280 2940
1 2
380 2940
1 2
280 2940
1 2
CT-L1
2940
1
380
4
280
380
2 C1-L1
2940
1
280
3
380
CT-L
380
380
2
380 2940
1 120
6
120
C2-L
120
2
280 2940
1
120
4
120
C1-L
120
2
580 3740
1
120
3
120
2 CT-Tr
3740
1
120
6
120
C2-Tr
380
280 2940
280
2
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
120
TEÂN CK
11/30/2009
6
#VALUE!
26
#VALUE!
20
#VALUE!
8
#VALUE!
6
#VALUE!
26
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
26
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
20
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
20
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
20
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
Page 17/49
CIDECO
6
CT-L5
3
4
C2-L6
6
CT-L6
3
C1-L7
4
C2-L7
Rebar Schedule
6
1
280
280 380 280 280 380 280 280
2940
1 2
280 2940
1 2
280 2940
1 2
280 2940
1 2
280 2940
1 2
C1-L6
2940
1 2
280
280
2 C2-L5
2940
1
280
4
280
280
2 C1-L5
2940
1
280
3
280
280
CT-L4
120
2
280 2940
1
120
6
120
C2-L4
120
2
280 2940
1
120
4
120
C1-L4
120
2
280 2940
1
120
3
120
2 CT-L3
2940
1
120
6
120
C2-L3
280
280 2940
280
2
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
120
TEÂN CK
11/30/2009
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
16
#VALUE!
6
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
Page 18/49
CIDECO
120
280 280
4
#VALUE!
6
#VALUE!
21
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
10
#VALUE!
14
#VALUE!
4
#VALUE!
6
#VALUE!
10
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
5
3625
16
#VALUE!
1
#VALUE!
6
3600
16
#VALUE!
1
#VALUE!
6
#VALUE!
125
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
1
580
280
2500
21550+ 1* 480
200 350
4
21550+ 1* 480 2887.5
20
#VALUE!
2
#VALUE!
4
2500
16
#VALUE!
2
#VALUE!
5
3625
16
#VALUE!
1
#VALUE!
6
3600
16
#VALUE!
2
#VALUE!
6
#VALUE!
125
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
1
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
20
#VALUE!
2
#VALUE!
1
580
280
3
4200 4200 2800
3
120
280
21550+ 1* 480
350
21550+ 1* 480
200
2
350
1
580
200
4
Rebar Schedule
#VALUE!
#VALUE!
3
1
14
2
2
DS-4
#VALUE!
#VALUE!
7 1
21
20
2
DS-3
#VALUE!
2887.5
350
1
21550+ 1* 480
6
3
7 DS-2
280
2
21550+ 1* 480
200 350
1
280
200
1
120
2 DS-1
1340
1
200 350
3
280
120
CT-M
1340
1 2
280
200 350
1
120
2 C2-M
2940
1
120
3
350
CT-L7
280
280
2
120
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
200
TEÂN CK
11/30/2009
2887.5
Page 19/49
CIDECO
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M) 2500
4
3550
5
3600
20
#VALUE!
1
#VALUE!
6
#VALUE!
125
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
#VALUE!
2
#VALUE!
5
3550
16
#VALUE!
1
#VALUE!
6
3625
16
#VALUE!
1
#VALUE!
7
3600
20
#VALUE!
1
#VALUE!
6
#VALUE!
125
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
1425
16
#VALUE!
1
#VALUE!
2887.5
20
#VALUE!
2
#VALUE!
1
4200
350 280
16
4200
350 120
4200
350 180
4200
200
2800
4
120
580
180
22750+ 2* 480
350
22750+ 1* 480
200
3
580
350
2
4200
350 200
1
4200
2800
3 4
580
200
1
580
2800 200 350 120
1
2
Rebar Schedule
#VALUE!
2500
4
7
1
4
3
DS-9
#VALUE!
#VALUE!
2
56
16
2
4
DS-8
#VALUE!
#VALUE!
3
7
2
20
2
DS-7
#VALUE!
2887.5
200
8
21550+ 1* 480
16
3
8 DS-6
350 280
2
21550+ 1* 480
200
1
350 120
1
580
200
DS-5
350 120
7
200
6
200 350 180
TEÂN CK
11/30/2009
Page 20/49
CIDECO
TEÂN CK
11/30/2009
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
2500
5
3600
16
#VALUE!
2
#VALUE!
6
#VALUE!
132
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
1425
16
#VALUE!
1
#VALUE!
4
2887.5
20
#VALUE!
2
#VALUE!
5
2500
20
#VALUE!
2
#VALUE!
6
3550
16
#VALUE!
1
#VALUE!
7
3600
16
#VALUE!
2
#VALUE!
6
#VALUE!
132
#VALUE!
14
#VALUE!
1
#VALUE!
14
#VALUE!
1
#VALUE!
6
#VALUE!
24
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
16
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
1 2
280
2
4200
200 300
DS-12
4200
480
80
3
580
4200
200 300
2
120
1
2
Rebar Schedule
300 180
1
200
2
480 22750+ 1* 420
300 180
DS-14
4200
22750+ 1* 420
200
3
300 120
2
4200
200
1
300 120
3
200
DS-13
4200 2700
3 4
22750+ 1* 480
200 300
8
22750+ 2* 480
120
1
580
280
7
200 350
#VALUE!
120
1
350 200 350
#VALUE!
3
1
#VALUE!
16
2
DS-11
2
3550
200 300
7
#VALUE!
6
8 DS-10
20
480
3
2887.5
14
#VALUE!
2
#VALUE!
4
2512.5
14
#VALUE!
2
#VALUE!
5
2500
14
#VALUE!
2
#VALUE!
Page 21/49
CIDECO
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
14
#VALUE!
2
#VALUE!
7
3500
14
#VALUE!
2
#VALUE!
6
#VALUE!
132
#VALUE!
14
#VALUE!
1
#VALUE!
14
#VALUE!
1
#VALUE!
6
#VALUE!
17
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
12
#VALUE!
14
#VALUE!
1
#VALUE!
14
#VALUE!
1
#VALUE!
6
#VALUE!
12
#VALUE!
14
#VALUE!
2
#VALUE!
14
#VALUE!
2
#VALUE!
6
#VALUE!
24
#VALUE!
8
#VALUE!
43
#VALUE!
8 1 2 3 1 2 3 1 2 3 1
1 2 3
SAN TRET
1
1
2000 2000 380 4200 4200 380 2840
10
#VALUE!
30
#VALUE!
3
2900
6
#VALUE!
7
#VALUE!
4
4200
6
#VALUE!
7
#VALUE!
5
4140
10
#VALUE!
60
#VALUE!
8
#VALUE!
43
#VALUE!
5790
7
4200
6
#VALUE!
11
#VALUE!
8
5850
6
#VALUE!
11
#VALUE!
9
1240
10
#VALUE!
43
#VALUE!
8
#VALUE!
14
#VALUE!
4140
11
1300
6
#VALUE!
3
#VALUE!
12
4200
6
#VALUE!
3
#VALUE!
13
4140
10
#VALUE!
59
#VALUE!
8
#VALUE!
43
#VALUE!
14
Rebar Schedule
380
4140
10
1
2000
2
6
SAN LUNG
2000
60
DT-2a
380
60
10
2900
5740
60
DT-3
2900
15
4200
6
#VALUE!
11
#VALUE!
16
5800
6
#VALUE!
11
#VALUE!
6
#VALUE!
108
#VALUE!
1
3840
60
1
60
DT-2
60
11
60
DT-1
480
60 280 200 250 80 200 250 280 200 250 80 200 250 180
3525
60 120 200 250 120 200 250 120 200 250 120 200 250 120
6
60
TEÂN CK
11/30/2009
Page 22/49
CIDECO
Rebar Schedule
60
#VALUE!
102
#VALUE!
80
1950
6 8
#VALUE!
87
#VALUE!
80
60 80
4
1950
80
3
4140
8
#VALUE!
81
#VALUE!
6
#VALUE!
10
#VALUE!
#VALUE!
108
#VALUE!
#VALUE!
45
#VALUE!
#VALUE!
66
#VALUE!
#VALUE!
27
#VALUE!
7 8 9 10
1590
60
4200
6
4140
60
6
6
825
80
#VALUE!
8
825
80
10
60
#VALUE!
60
6
80
3900
80
5
8
4
#VALUE!
12
4200
6
#VALUE!
4
#VALUE!
#VALUE!
36
#VALUE!
#VALUE!
12
#VALUE!
13 14
1240
60
#VALUE!
6
4140
60
6
60
1650
60
11
6
6
#VALUE!
3
#VALUE!
#VALUE!
108
#VALUE!
#VALUE!
102
#VALUE!
#VALUE!
87
#VALUE!
#VALUE!
81
#VALUE!
1 2 3 4
3840
60
4200
3
4140
60
16
6
1950
80
#VALUE!
8
1950
80
3
60
#VALUE!
60
6
80
1300
80
15
8
4200
6
#VALUE!
10
#VALUE!
#VALUE!
108
#VALUE!
#VALUE!
45
#VALUE!
#VALUE!
66
#VALUE!
#VALUE!
27
#VALUE!
7 8 9 10
1590
60
6
6
4140
60
#VALUE!
6
825
80
10
8
825
80
#VALUE!
60
6
60
3900
80
5
80
8
1650
6
#VALUE!
4
#VALUE!
12
4200
6
#VALUE!
4
#VALUE!
#VALUE!
36
#VALUE!
#VALUE!
12
#VALUE!
13 14
1240
60
11
6
4140
60
7
2
60
SAN LAU DIEN HINH
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
60
TEÂN CK
11/30/2009
6
15
1300
6
#VALUE!
3
#VALUE!
16
4200
6
#VALUE!
3
#VALUE!
Page 23/49
CIDECO
4140
11
#VALUE!
6
#VALUE!
3
#VALUE!
6
#VALUE!
3
#VALUE!
#VALUE!
120
#VALUE!
#VALUE!
66
#VALUE!
#VALUE!
177
#VALUE!
8
#VALUE!
66
#VALUE!
4140
60
8
5740
60
8
2100
100
10
2100
100
11
#VALUE!
6
5800
6
#VALUE!
11
#VALUE!
8
#VALUE!
22
#VALUE!
8
#VALUE!
8
#VALUE!
8
1240
60
#VALUE!
4140
60
6
60
4200
60
5
7
3
#VALUE!
10
4200
6
#VALUE!
3
#VALUE!
#VALUE!
22
#VALUE!
#VALUE!
7
#VALUE!
6
#VALUE!
3
#VALUE!
6
#VALUE!
3
#VALUE!
11 12
14
1140
60
#VALUE!
8
4140
60
6
60
1300
60
9
13
Rebar Schedule
#VALUE!
60
4
6
60
3
#VALUE!
100
2
36
100
1
#VALUE!
4200
20 1
6
1200
19
SAN MAI
60
18
1140
60
17
60
SOÁ TOÅNG SOÁ SH Þ DAØI 1 HÌNH DAÙNG & KÍCH THÖÔÙC THANH / CHIEÀU DAØI CK THEÙP (MM) THANH (MM) CK (M)
60
TEÂN CK
11/30/2009
8
1200
4200
Page 24/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 25/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 26/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 27/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 28/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 29/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 30/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 31/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 32/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 33/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 34/49
CIDECO
11/30/2009
TOÅNG KHOÁI LÖÔÏNG (KG)
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Rebar Schedule
Page 35/49
CIDECO
11/30/2009
BAÛNG TOÅNG HÔÏP COÁT THEÙP COÂNG TRÌNH:
26 NGUYEÃN AN NINH, P. BEÁN THAØNH, Q.1, TP.HCM
HAÏNG MUÏC:
MOÙNG, COÄT, DAÀM, SAØN
ÑÖÔØNG KÍNH (MM)
TOÅNG CHIEÀU DAØI (M)
TOÅNG KHOÁI LÖÔÏNG (KG)
6
#VALUE!
#VALUE!
8
#VALUE!
#VALUE!
10
#VALUE!
#VALUE!
12
-
-
14
#VALUE!
#VALUE!
16
#VALUE!
#VALUE!
18 20
#VALUE!
#VALUE!
22
-
-
25
-
-
28
-
-
32
-
-
48
-
-
TOTAL
Summary List of Re-bar
#VALUE!
#VALUE!
Page 36/49
MOÙNG ÑÔN KH
M-2
sck
3
am
bm
ac
bc
hm
hc
hdeep
npile
m
m
m
m
m
m
m
pl/m2
0.25
0.35
0.7
3.1
1.1
1.1
1.8
ϕa
na
3
nb
mm 3
10
15
3
12
31
M-3
3
1.85
1.9
0.25
0.35
1.1
1.1
1.8
9
10
9
9
12
9
M-4
1
1.8
4.2
0.25
0.25
1.1
1.1
1.8
21
10
9
21
10
9
ϕb mm 10 20 10 20 10 10
NEÀN KH
sck
a
b
d
npile
m
m
m
pl/m
2
ϕa
@
ϕb
@
mm
mm
mm
mm
COÄT & BOÅ TRUÏ KH
sck
b
h
H
Hn
m
m
m
m
ϕ1
n1
mm
n2
ϕ2
ϕd
@
mm
mm
mm
nd
C1-H
4
0.25
0.25
2.55
0
8
16
6
150
2
C2-H
6
0.35
0.25
2.55
0
8
20
6
150
2
CT-H
3
0.2
0.2
2.55
0
4
14
6
150
2
C1-Tr
4
0.25
0.25
3.8
0
6
16
6
150
2
C2-Tr
6
0.3
0.35
3.8
0
8
20
6
150
2
CT-Tr
3
0.2
0.2
3.8
0
4
14
6
150
2
C1-L
4
0.25
0.25
3
0
6
16
6
150
2
C2-L
6
0.3
0.25
3
0
6
20
6
150
2
CT-L
3
0.2
0.2
3
0
4
14
6
150
2
C1-L1
4
0.25
0.2
3
0
6
16
6
150
2
C2-L1
6
0.25
0.25
3
0
6
20
6
150
2
CT-L1
3
0.2
0.2
3
0
4
14
6
150
2
C1-L2
4
0.25
0.2
3
0
6
16
6
150
2
C2-L2
6
0.25
0.25
3
0
6
20
6
150
2
CT-L2
3
0.2
0.2
3
0
4
14
6
150
2
C1-L3
4
0.2
0.2
3
0
4
14
6
150
2
C2-L3
6
0.25
0.2
3
0
6
16
6
150
2
CT-L3
3
0.2
0.2
3
0
4
14
6
150
2
C1-L4
4
0.2
0.2
3
0
4
14
6
150
2
C2-L4
6
0.25
0.2
3
0
6
16
6
150
2
CT-L4
3
0.2
0.2
3
0
4
14
6
150
2
C1-L5
4
0.2
0.2
3
0
4
14
6
150
2
C2-L5
6
0.2
0.2
3
0
4
14
6
150
2
CT-L5
3
0.2
0.2
3
0
4
14
6
150
2
C1-L6
4
0.2
0.2
3
0
4
14
6
150
2
C2-L6
6
0.2
0.2
3
0
4
14
6
150
2
CT-L6
3
0.2
0.2
3
0
4
14
6
150
2
C1-L7
4
0.2
0.2
3
0
4
14
6
150
2
C2-L7
6
0.2
0.2
3
0
4
14
6
150
2
CT-L7
3
0.2
0.2
3
0
4
14
6
150
2
C2-M
1
0.2
0.2
1.4
0
4
14
6
150
2
CT-M
3
0.2
0.2
1.4
0
4
14
6
150
2
DAÀM & ÑAØ KH
DS-1
DS-2
sck
1
1
b
h
Ln
m
m
m
ϕt
nt
ϕd
nd
mm
0.2
0.35
5.7
0.2
0.35
5.85
0.15
0.35
4.2
0.2
0.35
5.8
0.2
0.35
5.7
0.2
0.35
5.85
0.2
0.35
4.2
0.2
0.35
5.8
2
2
16
16
mm 2
2
0.2
0.35
4.2
2
16
2
16
DS-4
1
0.2
0.35
5.7
2
16
2
16
0.2
0.35
5.85
0.15
0.35
4.2
0.2
0.35
5.8
0.2
0.35
5.7
0.2
0.35
5.85
0.2
0.35
4.2
0.2
0.35
5.8
2
16
2
16
DS-6
8
0.15
0.35
4.2
2
14
2
14
DS-7
7
0.15
0.35
4.2
2
14
2
14
DS-8
56
0.15
0.35
4.2
2
14
2
14
DS-9
7
0.2
0.35
1.2
2
16
2
16
0.2
0.35
5.7
0.2
0.35
5.85
0.15
0.35
4.2
0.2
0.35
5.8
0.2
0.35
1.2
0.2
0.35
5.7
0.2
0.35
5.85
0.2
0.35
4.2
0.2
0.35
5.8
DS-10
7
1
2
16
2
ϕgp
ngp
mm
16
1
1
10
16
DS-3
DS-5
ϕgt
ngt
16
mm 2
20
2
16
2
20
2
16
2
20
2
16
2
20
2
16
2
20
2
20
2
20
2
20
16 1
16
DS-11
1
0.1
0.3
4.2
1
14
1
14
DS-12
2
0.15
0.3
4.2
2
16
2
16
DS-13
3
0.15
0.3
4.2
2
14
2
14
DS-14
2
0.15
0.3
1.2
2
14
2
14
0.15
0.3
5.7
2
14
0.15
0.3
5.85
2
14
0.15
0.3
4.2
2
14
0.15
0.3
5.8
DT-1
11
0.1
0.25
2.9
1
14
1
14
DT-2
1
0.2
0.25
2
2
14
2
14
DT-3 DT-2a ÑG-1
10
0.1
0.25
2
1
14
1
14
1
0.2
0.25
1.95
2
14
2
14
0.2
0.25
2.25
0.4
1
4.2
10
20
3
20
0.7
1
4.2
2
16
1
ÑG-2
3
0.4
1
4.2
12
20
2
20
ÑG-3
2
0.4
1
5.7
10
16
2
16
ÑG-4
1
0.4
1
5.8
12
16
2
16
ÑG-5
1
0.4
1
6.92
14
20
2
20
ÑG-6
1
0.7
1
4.2
4
16
2
16
0.4
1
4.2
10
16
2
16
ÑK-1
1
0.2
0.3
5.85
2
14
2
14
ÑK-2
1
0.2
0.3
5.8
2
14
2
14
ÑK-3
1
0.2
0.3
5.85
2
14
2
14
0.2
0.3
4.2
ÑK-4
1
0.2
0.3
4.2
2
14
2
14
ÑK-5
1
0.2
0.3
4.2
2
14
2
14
nnhip
ϕnhip
ϕd
mm
mm
1
16
1
16
nd
6
2
6
2
1
16
2
16
1
16
6
2
1
16
6
2
1
20
1
16
6
2
1
16
1
20
2
14
6
2
2
14
6
2
2
14
6
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2
1
16
2
16
1
16
2
16
2
16
2
14
2
14
6
2
6
2
3
20
8
2
3
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
2
12
8
2
6
2
6
2
6
2
6
2
6
2
SAØN KH
SAN TRET
SAN LUNG
SAN LAU DIEN HINH
SAN MAI
sck
1
1
7
1
L1
L2
d
m
m
m
Ns
ϕ1n
@
ϕ1g
@
ϕ2n
mm
mm
mm
mm
mm
2.9
4.2
0.15
1
8
100
10
4.2
5.85
0.15
1
10
100
8
1.3
4.2
0.15
1
10
100
8
4.2
5.8
0.15
1
10
100
8
3.9
4.2
0.08
3
6
120
8
150
6
1.65
4.2
0.08
3
6
120
8
200
6
1.3
4.2
0.08
1
6
120
3.9
4.2
0.08
3
3
120
8
150
6
1.65
4.2
0.08
3
6
120
8
200
6
1.3
4.2
0.08
1
6
120
6
1.2
4.2
0.08
1
6
120
6
4.2
5.8
0.1
3
8
150
1.3
4.2
0.1
1
8
200
8
1.2
4.2
0.1
1
8
200
8
6
10
100
8
@
ϕ2g
@
mm
mm
mm
100 100 100 100 120
8
150
120
8
200
120
8
150
120
8
200
8
200
120
120 120 200 200 200
OÂ VAÊNG KH
sck
b
L
d
ϕc
@
ϕp
@
m
m
m
mm
mm
mm
mm
TÖÔØNG KH
sck
H
L
d
ϕH
@
ϕL
@
m
m
m
mm
mm
mm
mm
n
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