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UBND TINH BAC GIANG CQNG HOA X 'A HQI CHU NGHTA VIU NAM
XAY DUNG Dc lap - Tv do - Hynh phiic
So: 13k 1QD-SXD Bac Giang, ngày.I& Mang 7 nam 2017
QUYET DINH
V'e yfec ban hanh thiet k m'Au, thiet k din hinh ding trinh xay dvng
duvc áp citing co' che dc tha thu'ac cac Chuang trinh myc tieu quoc gia
giai don 2017-2020
GIAM DOC. SO XAY DING BAC GIANG
Can cd Luat Xay dung s6 50/2014/QH13 ngay 18/6/2014 c6a Quec hi;
Can dr Nghi dinh sa 161/2016/ND-CP ngay 02/12/2016 dm Chinh phü vi
Ca che dc th6 trong quail 1 du tu xay dung di vai mat so du an thu6c cac
chuang trinh m6c tieu qu6c gia giai don 2016-2020; Can cir Quyet dinh s 1600/QD-TTg ngay 16/8/2016 dia Thu tuang Chinh
ph6 ve viec .phe duyet Chuang trinh muc tieu quac gia xay dung nong them mai
giai don 2016-2020; Can dr Quyet dinh s6 1722/QD-TTg ngay 02/9/2016 cna Th6 Wong Chiral
ph6 v viec phe duyet.. Chuang trinh inue tieu quac gia giam ngheo ben \fang giai
doan 2016-2020;'..
Can dr Quyet dinh sa .385/QD-UBND ngay 10/7/2017 c6a UBND tinh Phe
duy'et danh m6c,loai du an &lac áp dung ca die dc th6 thu6c cac Chuang trinh
m6c tieu quac giagiai dogn 2017-2020;
Xet d nghi ciia Truang ph6ng Quy hoach - Kien tr6c,
QUYET DINH:
. Dieu 1. Ban hanh thiet k mu, thiet ke din hinh deg trinh xay dung dugc
áp. dung ca die dc thn thu6c cac Chuang trinh muc tieu quoc gia giai doan 2017-
2020 kern theo Quyet dinh nay, Om nhiing cOng trinh nhu sau:
1 Duang truc xã;
Dtrang truc chinh n6i dOng;
Dung ngO, x6m;
Duang tr6c them, lien them;
Kenh muang n6i dOng;
Khu thu gom rac thai tap trung xã;
KT. CLAM DOC PHO GJAM DOC
hanh Quyen
Diem thu gom rac thai tap trung thOn, ban (hoac Diem tap kit, trung
chuyen rac thai thon, ban);
Nghia trang nhan clan;
Khu (san) the thao then, ban; Khu (san) the thao xã; Nha van hoa thon, ban;
Nha van h6a xa; Phong h9c tru6ng Marn non (mu 1, mau 2, mu 3).
(Co thiet k mju, thiet k din hinh kern theo)
Dieu 2. Quyet dinh nay c6 hieu hrc k tlr ngay ky.
Dieu 3. Giao Phong Quy hoach - Kin triac c6 trach nhiem ph6i hop veri Van
phong Dieu ph6i NTM tinh, UBND cac huyen, thanh ph 6 Bac Giang de ban giao
116 so, guar' I va huemg dan thgc hien theo quy dinh hien hanh.
Dieu 4. Thu truOng cac co quan:. SO Kê hoach va Dau tu, So Tai chinh, So
Giao thong van tai, SO Lao dOng - Thucmg binh va Xã hi, SO NOng nghiep va
Phat trien 'long th6n, Kho bac Nha nu6c tinh, Van phong Dieu phi NTM tinh,
UBND cac huyen, thanh ph 6 Bac Giang va cac don vi lien quan can cis Quyet clinh
thi hanh./.
/M7 Nai nh(in:
-Nhir diL 3; - UBND tinh; - Lun: VT, VP, Q1-IKT.
Ban din tic: - Cac phong, don vi trkrc th0c So.;
- Lanh do SO.
s XA
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THUYET MINH
THIET KE MAU, THIET id DIEN HiNH DVONG TRAK: XA
1. Cac quy trinh, quy phum áp dung cho thiet ke :
TT Ten quy chuAn, tieu chuan Shin
1 Tieu chudn thiet ke dung O to TCVN 4054 - 2005
2
Tieu chuan mat dung be tong nhtra non- Yeu cau thi
cong va nghiem thu; TCVN 8819:2011
3TCVN Tieu chudn lap mong CPDD trong ket cau do throng O to
- vat lieu, thi cong va nghiem thu 88592011
3 Quy pham thiet ke cu c6ng theo trang thai gioi ban 22 TCN 18 - 79
4 Quy trinh thiet Ice lap t6.chirc xay dung va thiet ke thi cong TCVN 4252 - 1988
5 DuOng giao thong nong thon-Tieu chudn thiet ke' TCVN 10380- 2014
6
Quyet dinh 4927/BGIVT v viec ban hanh huemg dan ltra chon guy niO duemg giao thong nong them phuc vu chuong trinh muc tieu quOc gia ve xay dung nong then rnOi giai doan 2010 -2020
QD 4927/13GTVT
7 Thiet ke mat dtrOng BTXM cep khe noi trong xay dung cong trinh giao thong
QD 3230/13GTVT
8 Quy trinh danh gia tac Ong mOi truemg khi lap du an xdy dung cac ding trinh giao thong cna BO GTVT
22 TCN 242 - 98
9 Dieu le bao hieu duemg bO QCVN 41-2012
10 Tieu chuan thiet ke cau dubng bO 22 TCN 272 - 05
11 Ili& ke din hinh : Cang tr6n BTCT
533 - 01 -01 533 - 01 - 02
78 - 02X
2. •Cac tiuy chuAn, tieu chuan Ai) dung cho thi cong va ngh em thu: ,
Ten quy chu'an, flit' chuAn F-----—
So hqu ! TT
122 Quy trinh k9 thudt xac dinh dung trong cila dat bang
phirong phap rot cat TCN 13 - 79
2 Quy trinh thi nghiem be tong xi mang 22 TCN 60 - 84
3 Quy trinh thi nghiem cdc chi tieu co 1)', dia da. , , 22 TCN 57 - 84
422 Quy trinh thi nghiem xac dinh nhanh dO dm dm dat bang
phuong phap the tich TCN 67 - 84
5„ Quy trinh thi nghi'em xac dinh euerng d'O' ep che cila vat 1::z..1.._, 1:2.- 1,-At- 115ria nAr. -ht ket dinh
22 TCN 73 - 84
6 Dat xay dung - Cac phuorng phaji xac dinh tinh chat ca -
- V dm dat trong Phong thi nghiem
TCVN 4195 den 4202 - 1995
7 Quy trinh thi cong va nghiem thu cap phoi dá dam. TCVN 8859- 2011
Quy trinh IcS, thuat thi cong va nghiem thu : Cac lap ket cau do throng bang cap phoi thien nhien.
22 TCN 304 - 03
9 Thi nghiem xac dinh CBR cho dat, cap phi dá darn trong phong thi nghiem
22 TCN 332 - 06
10 Thi nghiem darn nen dat, dá dam trong phong thi nghiem 22 TCN 333 - 06
11 Quy trinh thi nghiem xac clinh d8 chat dm nen mong &rang bang phe-u rot cat.
22 TCN 346 - 06
3 . Quy mO cong trinh:
3.1. Ltya chon quy me va tieu .chuAn cho tuyen dtro'ng:
- Can cir vao cac s8 lieu dieu tra ve nhu cu va.n tai trong
- Can 'dr vao nghia quan trpng cna tuyen duang ve mpi mat.
- Can eir vao tinh hinh phat trien kinh t cia xã.
- Can cif vao thuc trang giao thong ding nhu can c vao thue trang co, sa ha tang
trong kim VVC .cong trinh.
- Can Cff vao nghia va kha nang dap Ung nhu c'au giao thana trong tuang lai, lua
chon quy ma cho don tuyen nhu sau : - Tieu chuan thiet .ke do throng cimg,: Theo QD 3230/BGTVT va TCVN 4054-2005
de xuat 2 loai quy ma cap duan.9._ ch yeu de phtic vy cong tac thiet ke cong trinh aiao
thong; Coe chi lieu thuat chi yeu:
Quy mo cong trinh loaf .1 Op dung lieu chua.n TCVN .10380-2014)
+ T6c d8 fillet ke: 20-30Km/h
Chieu rOng nen duang: Bn = 6,5m. Chieu rOng mat duang: Bm = 1 x 5,5 m. Chieu reng he dung: Bh = 2 x 0,5m = lm. DO doe ngang mat duang: Im = 2%
+ DO dOe ngang le &rang: 11= 4% Quy mo cong trinh logi 2 (cip dung tieu chuOn. TCVN 4054-2005 duOrg giao thOng
cap IV clong bang hoc cap V mien )
T6c cle thiet ke: 20-30Km/h
Chieu rOng nen dung: Bn= 6,0 m. + Chieu rOng mat duemg: Bm = 1 x 3,5 m.
Chieu rOng he duemg.: Bh = 2 x 1.25 = 2,5 m. + DO doe ngang mat duemg: Im = 2%
DO dOe ngang lê &rang: 11 =4%
a •
- Lira chon Wen chuan KS, thu4t cüa tuytn : T
dung giao thong neng then loai A (theo TCVN duOng giao thong cap IV dOng bAng, cap V mie'rt
Tai trong truc thi'et
Ban kinh dung cong nam nho nhat
+ DO clOc doc 1On nhat
the: len de'n 10%)
DO dc sieu•cao 1orn nhat
3.2. Tieu chuAn thiet ké m4t duiYng:
a. Nguyen. tic Itya chon:
iscmax = 5%
acing throng voi lieu chuan kj% thuat cna 10380 va QD 4927/BGTVT) va guy mo
nUi voi cac chi tieuk-y thuat chi yeu: •
P> 6T lan hon 10%
Rm in = 10m
imax =g % (du•Ong mien 177 i co
SIT Nguyen tic thik kê tna't duirng
Ket cau dam bao khai tha.c tot, walla xdng vi cap hang duOnR
Phü hgp vori dieu kin khi hau, thay
van cua khu vuc.
3 + Tan dung vat lieu dia phtrung.
MO duyn dan hôi yeu câu Can dr vac) du bao nhu cau van tai
tren tuyen. Can co vac cap hang ctia tuyen
dubng kien ngh1. Can dr vao thuc tê dieu kien nen
duarna khu vtrc xay
11
Dam bao cac chi tieu kinh te - kj", thuat
b. Kt cu n4t dtreeng: SU. dung .mat dung BTXM mac M250 vi tai trong true thiet ke P
> 6T hoc be tong nhga hat nho, tuoi nhip theo guy chuan. Ket cau mat du.6.ng bao gm
cac lop sau:
Quy mó cong trinh logi 1 Op dung lieu chuan TCVN .103. 80-2014)
+ Lop 1: Be tOng. xi mang M250 day 20cm.
+ Lop 2: Lap giAy du ngan each
+ Lop 3: Cap phOi old dam loai 11. day 16cm
Quy niO cong trinh logi 2 (Op dung tieu chuán TCVN 4054-2005_.dithng giao thong
cap IV (long bang hoac c op V mien nUi ) : Lop 1: Be tong nhqa hat nhO, tuoi nhva tieu chuan 4,5kg/m2 day 3.5cm.
Lap 2: Cap phOi dá dam loai I day 12cm
Lop 3: Cap phOi dd. dam 14 II day 15cm
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THUYET MINH
THIET ICE MAU, THIET ICE DIEN HINH DUNG TRW CHINH NO! BONG,
NGO XOM
1. Cac quy trinh, quy phum Ai) dung cho thiet ke: _... i
IT Ten quy chuari, tieu chuan Si hi'u
1 Tieu chuAn thiet ke &Ong 0 to TCVN 4054 - 2005
2 Quy pham thiet ke cAu c6ng theo trang thai giOi han 22 TCN 18 - 79
3 Quy trinh thi'et ice lap t6 chirc xay di..mg va thiet ke thi c6ng TCVN 4252 - 1988
4 Dung giao th6ng nong thon-Tieu chuan thiet ke TCVN 10380- 2014
5
Quyet dinh 4927/BGTVT v'e viec ban hanh huOng clAn hp chon guy mo dung giao thong nong th6n phnc vu chuang trinh mnc tieu quec gia ve xay dung ming thon mOi alai doan 2010 - 2020
• QD 4927/13GTV1'
6 Thiet ke mAt duemg BTXM c6 khe n6i trong xay dung
cong trinh giao thong QD 3230/13GTVT
‘..
00 Quy trinh danh gia tac deng moi trubng khi lap du An xay
dung cac cong trinh giao thong cult BO GTVT 27 TCN 747 - 98
Dieu le bac) hieu dung 116 QCVN 41-2012
Tieu chuan thiet ke eau dung be 77 TCN 777 - 05
Thiet ke din hinh : C6ng tron BTcr
533-01-01 533 - 01 - 02
78 - 02X
2. Cac quy chuan, tieu chuan Ai) dung cho thi cong va nghiem thu:
F TT Ten quy chuan, tieu chuan So hieu
Quy trinh thuat xac dint' dung trong cüa St bang
phuong phap rot cat
Quy trinh thi nghiem be tong xi mang
Quy trinh thi nghiem cac chi tieu co lY cna (Id
Quy trinh thi nghiem xac dinh nhanh d6 Am cna dAt bang
phuong phap the tich Quy trinh thi nghiem xac dinh cuemg d6 ep che cUa vat lieu rig lien ket bang cac chat ket dinh
Dat xay disng - Cac phuang phap xac dinh tinh chat co - 1' cna dat trong phong thi nghiem
Quy trinh thi ding va:nghiem thu cap phi dá dam.
1
2
3
4
5
6
7
22 TCN 13 - 79
22 TCN 60 - 84
22 TCN 57 - 84
22 TCN 67 -.84
22 TcN 73 - 84
TCVN 4195 den 4202 - 1995
TCVN 8859- 2011
22 TCN 304 - 03 8 Quy trinliky thuat thi cong va nghiem thu: Cac.lOp ket
I, cau do duemg bang cap phoi thi'en nhien.
9 Thi nghiem xac dinh CBR cho dat, cap phi dá dam trong phong thi nghiem
22 TCN 332 - 06
10 . Thi nghiem dam nen dat, cid dam trong phong thi nghiem 22 TCN 333 - 06
11 Quy trinh thi nghiem kac dinh de chat cita nen mong
- duong bang pheu rot cat. - 22 TCN 346 - 06
---
3 . Quy me cong trinh:
3.1. Ltya ch9n.quy me va tieu chufin Cho tuyen du*ng:
Can cir vao cac se) lieu dieu tra ve nhu cau van tai trong
- Can dr vao nghia quan tong dia ttlyen duamg ve moi mat.
Can dr vao tinh hinh phat trien kinh t dia xã.
- Can dr vao thuc trng giao thong ding nhu can dr vao thtic trang co so' ha tana
trong khu VIJC cong trinh. - Can cir vaO nghia va kha nang. dap Ung nhu cau giao thong tom; tuono, lai, Iva
chon quy mo cho (loan tuyen nhu sau : - lieu chuan thiet ke áo duarig cUng : Theo QD 3230/BGTVT ve thiet ke mat. dueyng
Brrxm có khe nOi trong xay dung cong trinh giao thong;
Cr6c chi Weil 197 thuOt chi yew
Quy mo cong trinh logi 1 (cluOng tryc chinh
+ TOc dO thiet ke: 15-20Km/h
Chieu rOng nen dubng: Bn = 4,5m-5,0 m. Chieu rOng it* dung: Bm = 1 x 3,0 m. Chieu rOng he duamg, : Bh =2 x (0,75m-lm) = (1,5-2)m.
+ DO doe ngang mat &rang: Im = 3% DOdôc ngang le duamg: 11= 4%
Quy mo c6ng trinh logi 2 (chr&ng ngo x6m, cluO•ng nOi c16 ng) :
+ TOc dO thiet ke: 10-15Km/h
Chieu rOng nen dtrOng: Bn = 3,5m. Chieu rOng mat duarig: Bm = 1 x 2,5 m. Chieu reng he dung: Bh = 2 x 0,5m = lm. DO doc ngang ma't dung: Im = 3% DO doc ngang lê dubng: Ii = 4%
- L92 ch9n tieu chuan kjr thOt cüa tuyen : Thong ducmg vOi tieu chuan 1C2 thuat cOa
duang giao thong Mktg them loai C (theo TCVN 10380 va QD 4927/BGTVT) voi cac chi
tieukS/ thuat chit yeu:
+ Tai tong trkic thiet P = 2.5T
+ Ban kinh &rang cong nam nha nhk
DOdôcd9cRrnnhât
DO dc sieu cao Ian nhat
3.2. Tieu chuin thi& k m4t dullYng:
a. Nguyen tic Itya chnn:
Rmin = 10m
imax = 14 %
iscmax =5%
STT Nguyen tic thiet kê mat throng
Ket eau dam bao khai thac tot, ttrong ximg voi cap hang throng
Phi 'Kip vâi dieu kin khi hau, thiiy
van cüa khu we.
Tan dung v'at lieu dia phuang.
MO duyn din tan yeu ciu
+ Can cu vao bac nhu eau van tai.
tren tuyen. + Can dr vao cap harm cua tuyen
dung kien nghj. + Can Cd vao thuc tê dieu kien nn
dtrecng khu Niue xay dung.
Darn bao cac chi tieu kinh te - IC:S/ .thuat
b. Ket eau mit duiYng: Sir dung mat du:Ong BTXM mac
= 2.5T. Ke't cau mat dung bao gm cac sau:
Quy nia cong trinh logi 1 (cluong truc chinh ni cl ang).-
+ Lop 1: Be tong xi mang M250 day 20cm.
+ Lap 2: Lop giay dau ngan each
+ 'Lop 3: Cat to phang day 5cm
Qv mO ding trinh Logi 2 (d.u. 6.ng ng5 &tong nói cl ong)
Lop 1: Be tOng xi mang M200 day 18cm.
Lop 2: Lop giay du ngan each
+ Lop 3: Cat to phang day 5cm
M250 voi tai trong true thiet kê P
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THUYET MINH
TH1ET Kt MAU, THIET ICE DIEN HiNH DUbNG TRVC CHiNH NOI DONG,
NGO XOM
1. Cac quy trinh, quy phum Ala dung cho thief
1 TT Ten quy chua'n, tieu chili', SO hie:u
1 Tieu chuan thiet ke &rang 0 to TCVN 4054 - 2005. 1
2 Quy pham thiet ke cu c6ng theo trang thai giai han 22 TCN 18 - 79
3 Quy trinh thiet ice 101:6 chac xay chmg va thiet ke thi cong TCVN 4252 - 1988 _1
4 Dtrang giao thong nong them-Tieu chuan thiet ke TCVN 10380- 2014 !
5
Quyet dinh 4927/BGTVT ve viec ban hanh htrang clan hra chon quy m6 &rang giao thong nong th6n phvc vu chtrang trinh mac tieu quEc . gia ve xay chrng ming thOn mai giai dean 2010 - 2020 •
QD 4927/BGTVT
6 Thiet ke mat &rang BTXM c6 khe noi trong xay clung ding trinh giaathong
QD 3230/BGTVT
8 Quy trinh danh gia the deng mai tnrang khi lap chr an xay ding cac cong trinh giao thOng cna B6 GTVT
22 TCN 24', - 98
9 Dieu bao hieu &rang b6 .14 QCVN 41-2012
10 Tieu chuan thiet ke call dtrang b6 22 TCN 272 - 05
11 . - Thiet ke din hinh : CEng tran BTCT
533 - 01 - 01 533 - 01 - 02
78 - 02X
2. Cac quy chufin, tieu chufin áp dung cho thi cong va nghi m t u:
Quy trinh k9 thuat xac dinh dung tang cnadat bang phuang phap rot cat
Quy trinh thi nghiem be tong xi mang
Quy trinh thi nghiem cac chi tieu co lYcüa dá
Quy trinh thi nghiem xac dinh nhanh d m dm dat bang phuang phap thE tich Quy trinh thi nghiem xac dinh cuang da ep che cna vat lieu hat lien ket bang cac chat ket dinh DL xay chyng - Cac phuang phap xac dinh tinh chat co - 1Ycüa dat trang phang thi nghiem Quy trinh thi cong va nghiem thu cap phEi 'la dam.
1
2
3
4
5
22 TCN 57 - 84
22 TCN 67 - 84
22 TCN 73 - 84
TCVN 4195 den 4202 - 1995
TCVN 8859- 2011
22 TCN 13 - 79
22 TCN 60 - 84
6
7
Quy trinh ky thuat thi ding va nghiem thu: Cac -16:p ket cau do duong bang cap phoi thien nhien.
22 TCN 304 - 03
9 Thi nghiem xac dinh CBR cho dat, cap phi cid dam trong phongthi nghiem
22 TCN 332 - 06
10 Thi nghiem dam nen dat, (Id dam trong phOng thi nghiem 22 TCN 333 - 06
11 Quy trinh thi nghiem )(de dinh do chat caa nen m6ng
. 1 7 • r r . . • duong bang pheu rot cat. 22 TCN 346 - 06 —
3 . Quy mO ding trinh:
3.1. Lira chon quy mO va tieu chufin cho tuyen dtro•ng:
Can dr vao cac st 1iu diett tra ve nhu cu va'n tai trong vimg.
Can cir vao nghia quan tr9ng cüa tuyen dung ve moi mat.
Can cir vao tinh hinh plat trien kinh t cüa xã.
- Can cir vao thac trang giao thong cang nhu can cir vao thac trang co so ha t'ang
trong khu vac cong trinh.
- Can cir vao va kha nang clap img nhu cu giao thong trong ttrang lai, Iua
chon guy mo cho clop tuyen nhu sau : - Tieu chuan thiet ke do duemg cang : Theo QD 3230/BGTVT ye thiet ke mat duerng
BTXM có khe .nOi trong xay clang cong trinh giao thOna; Ctic chi tieu Icy thuOt chit yeu:
Quy mo cong trinh logi I (d.vreeng truc chinh nOi do/1.g):
+ Toc dO thiet ke: 15-20Km/h
Chieu rOng nen &rang: Bn = 4,5m-5,0 m. + Chieu rOng tnat dueing: Bm = 1 x 3,0 m.
Chieu rOng he &rang : Bh = 2 x (0,75m-lm) = (1,5-2)m. + DO cloc ngang m'at duemg: Im = 3%
DO dOc ngang lê duemg: II= 4% Quy mo cong trinh logi 2 (duffng ng5 x6m, during nOi dong)
+ Tc c10 thie't: 10-15Km/h
Chieu rOng nn clueing: Bn = 3,5m. + Chieu rOng m'at throng: Bm = 1 x 2,5 m.
Chieu rOng he &Ong : Bh = 2 x 0,5m = lm. - D dew ngang m'at throng: Im = 3%
+ D clOc ngang le duong: Ii= 4%
- L92 ch9n tieu chuAn k thif9t ciia tuy&I : Thong . throng vOri tieu chuP k thua't cua
clueing giao thong 'tong thon loai C (theo TCVN 10380 va QD 4927/BGTVT) vi cac chi
tieu kST thuat chit yeu:
+ TaItrong true thiet ke P = 2.5T
STT Nguyen tic thiet ke tn4t duirng
1 + Kat cau dam bao khai tilde tot, tuang
xirng vOi cap hang dubng + Pha hop voi dieu kin khi hau, thuy
van cita khu yuc.
+ Tan dung vat lieu dia phuang.
MO duyn yeu eau Can cir vao dkr bao nhu cau van tai
tren tuyan. Can cir vao cap hang ow, tuyen
dung kian nghi. Can cir vao Mut tê dieu k nn
dung khu VISC xay dung. .
+ Dam bao cac Chi tieu kinh tê - k9 thuat
+ Ban kinh dung cong narn nha nhat
+ DO d6c doe lOn nhat
+ Di) dc sieu cao iOn nhat
3.2. Tieu .chu'an thi0 ké rn4t dtrimg:
a. Nguyen tic ha ch9n:
Rmin = 10m
imax ='14 %
iscmax = 5%
b. Ket tin In4t dtrong: Sir dung mat dung BTXM mac M250 vi tai trona truc thit kas P
= 2.5T. Ket cau rn4t clueyng bao gm cac lop sau:
Quy m6 cong trinh locti 1 (cluerng try' c chinh n6i cl6ng):
+Lap I: Be tong xi mang M250 day 20cm.
+ Lep 2: Lap giay dau ngan cach
+ Lop 3: Cat to phang day 5cm.
Quy mo cong trinh logi 2 (du.&ng ng5 x6m, cludeng n(xi ol'ong)
+ Lap 1: Be tong xi mang M200 day 18cm.
+ Lop 2: Lop giay du ngan cach
+ Lop 3: Cat tap phang day 5cm
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THUYET MINH
THIET ICE MAU, THIET KE DIEN H1NH DU'ONG TRUC THON, LIEN THON
1. Cac guy trinh, guy phum áp dung cho thiet ke:
St) 'hien TT Ten guy chuin, ti'eu chuAn
TCVN 4054 - 2005 1 Tieu chuan thiet ke dung 6 to
Quy pham thiet kê cu ceng theo Pang thai gieri han
Quy trinh thiet ke lap t6 chac xay dung vã thiet ke thi cong
Dunng giao thong n6ng thon-Tieu chaff thiet ke Quyet dinh 4927/BGTVT v viec ban hanh htrang clan Iva chon quy m6 clueing giao thong nong them phpc yii chuona trinh mpc tieu quôc gia ye xay dvng nOng then mai giai
'Joan 2010 -2020
Thiet ke mat dunng BTXM c6 khe TIM trong xay clang
cong trinh giao thong
2
3
4
5
6
22 TCN 18 - 79
TCVN 4252 - 1988
TCVN 10380- 2014
QD 4927/13GTVT
QD 3230/I3GTVT
Quy trinh danh gia tac Ong mei trunng khi lap dp an xay dvng cac ding trinh giao thong dm Be GTVT
Dieu 14 bao hieu dung be
Tieu chuan thiet k'e cau dung be
11 Thiet ke dian hinh : Ceng trOn BTCT
8
9
10 533 -01 -01 533 - 01 - 02
78 - 02X
22 TCN 242 - 98
QCVN 41-2012
22 TCN 272 - 05
2. Cac guy chuan, tieu chu'An áp dung cho thi cling vã nghiem thu:
Ten guy chuan, tieu chuan SO hien
Quy trinh k thuat xac dinh dung Peng cOa dat hang phuong phap rot cat
Quy trinh thi nghiem be tong xi mang
Quy trinh thi nghiem cac chi tieu co ly coa dá
Quy trinh thi nghiem xac dinh nhanh de 'Am cüa dat bang
phuang phap the tich Quy trinh thi nghiem xac dinh cubng de' op che cna vat lieu hat lien ket bang cao chat ket dinh Dat xay dung - Cac phuang phap xac dinh tinh chat co -
1' cUa dat trong phOng thi nghiem
Quy trinh thi cOng và nghiem thu cap phi dá dam. .
Quy trinh k thuat thi cong và nghiem thu: Cac lap ket cau ao dunng bang cap plied thien nhien.
22 TCN 13 - 79
22 TCN 60 - 84
22 TCN 57 - 84
22 TCN 67 - 84
22 TCN 73 - 84
TCVN 4195 den 4202 - 1995.
TCVN 8859- 2011
22 TCN 304 - 03
22 TCN 332 - 06 9
Thi nghiem xac dinh CBR cho dat, cap phi cid dam trong phong thi nghiem
10 Thi nghiem dam nen dat, dá dam trong pheng thi nghiem 22 TCN 333 - 06
Quy trinh thi nghiem xac dinh d6 chat cita nn mon& duangbang pheu rot cat.
22 TCN 346 - 06
3 . Quy mo cong trinh:
3.1. Ltya chon quy mo.va tieu chuAn cho tuyen
Can cu vao cac so lieu dieu tra ye nhu cu van tai trong vUng.
Can dr vao nghia quan trpng oda. tuyen dung ve mpi mat.
Can dr vao tinh hinh phat trien kinh te cna xã. Can dr vao thuc trang giao thong ding nhu can dr vao thtro trang co sO ha tang
trong khu vuc cong trinh. - Can dr vao nghia va kha rang dap (mg nhu cau giao thong trong tuang lai, lua
ch9n quy m6 cho (loan tuyen nhu sau: Tieu chuan thiet ke do throng 'ding: Theo QD 3230/BGTVT ve thiet ke mat duang
BTXM có khe nei trong xay dung cong trinh giao thong;
Coc chi tieu /c5i thuat chU Quy mo cong trinh logi I
Tee dO thi'et ke: 20-30Km/h
Chieu .rOng nen duang:..Bn = 5,0m — 5,5m. Chieu rOng mat duang: Bm = 1 x 3,5 m. Chieu rOng he dung : Bh. 2 x (0,75m-1m)= (1,5-2)m.
DO d6c ngang mat dufmg: Im = 3% DO doe ngang Iê duang:.11= 4%
Quy mo co/1g trinh logi 2 (trong dieu IWO khOng cho phep Op dung &rang quy nu5
cong trinh loai I, cluT3.ng qua khu d an cu. khong. giai phong du.or m'at bang
•
)
Tee dO thiet ke: 15-20Km/h Chieu rOng nen dung: Bn= 4,5m-5,0 m. Chieu rOng mat dung: Bm = 1 x 3,0 m.
+ Chieu rOng he cluang : Bh = 2 x (0,75m-lm) = (1,5-2)m.• DO doc ngang mat duang: Im = 3%
+ DO doe ngang le duOng: 11= 4%
- Lwa chnn tieu chuan k thu4t cüa tuyen : Tu:ang duang vai tieu chuan thuat ci:ta
cluing giao thong nong thon loai A (theo TCVN 10380 va QD 4927/BGTVT) cac chi
fiat 1(.9 thu4t chn yeti:
+ Tai tr9ng true thiet ke P = 6T
+ Ban kinh &rang cong nam nhO nhat Rmin = 10m
+ DO Clek doc 1n nhit
+ DO dc siOu cao lam nhit
3.2. Tieu chuin thiet ke m4t duirng:
a. Nguyen tic Iva chirp:
imax = 10%
iscmax — 5%
Nguyen tic thitt kt mit dtrirng
Kt Cau darn bao khai thac t6t, tuang
)(I:mg yeti cap hang dueing Phn hop voi dieu kin khi hau, thity
van cna khu vac.
Tan dung vat lieu dia phtrong.
Me duyn din hei yeu eiu + Can ca vao dr bao nhu eau van tai
tr en tuyen. + Can dr vao cap hang cna .tuyen
thiOng kien nght. + Can cir vao thuc tê dieu kien nen
dung khu Niue xay dung.
SIT
1
2
3
4 + Dam bao cac chi tieu kinh t - kS/ thuat
b. Wet cAu mat dtre•ng: Sir ding rt-f4 dubng BTXM
= 8T. Ke't c‘u nt duemg bao gOm cac lop sa:u:
+ Lop 1: Be tong xi mang M250 day 20cm.
+ Lop 2: Lop giay du ngan each
+ Lop 3: Cat to pKang day 5cm
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STT NOI DUNG DING VIC DOW VI KH6I LUTING
01 [31 [4] [51
1 Dao m6ng bang, rOng 3m, sau <1m, Mt cap III, mar taluy
m3 6,656 10% 2*(9,78+0,55)*0,55*0,3*1,1 3,750
1 *(9,78-0,55)*0,55*0,3*1,1 1,675
1*(9,78-3)*0,55*0,3*1,1 1,231
2 Be tong lot m6ng rOng <250cm (Id 4x6, vita BT mac 150 m3 2,084
2*(9,78+0,55)*0,55*0,1 1,136
1*(9,78-0,55)*0,55*0,1 0,508
1*(9,78-3)*0,55*0,1 • 0,373
Nay try: 11*0,55*0,11*0,1 0,067
3 San xuat, lap dkmg thao dO van khuon mong dai, be may 100m2 0,073
2*(9,78+0,55)*2*0,1/100 0,041
1 *(9,78-0,55)*2*0,1/100 0,018
1*(9,78-3)*2*0,1/100 0,014
4 Dap Mt nn m6ng cong trinh, 118 chat K=0,90, tinh bang 1/3 KL dao
m' 2,219
5 Xay m6ng gach chi 6,5x10,5x22 chieu day <33cm, vira XM mac 50
m3 2,486
2*(9,78+0,33)*0,33*0,2 1,335
1*(9,78-0,33)*0,33*0,2 0,624
1*(9,78-3)*0,33*0,2 0,447
Nay try: 11*0,33*0,11*0,2 0,080
6 Xay tuOng thing gach chi 6,5x10,5x22 chieu day <33cm, h<4m, vita XM mac 50 2*(9,78+0,22)*0,22*1,3
m3 10,912
5,720
1*(9,78-0,22)*0,22*1,3 2.734
1*(9,78-3)*0,22*1,3 1,939
Nay try: 11*0,33*0,11*1,3 0,519
7 Dap cat nn mOng c8ng trinh m3 9,631
1*9,78*9,78*0,1 9,565
3*0,22*0,1 0,066
8 Be tong nn dá 1x2, vita BT mac 200 m3 19,262
1*9,78*9,78*0,2 19,130
3*0,22*0,2 0,132
9 Trat tuirng ngoai chi&I day trat 1,5cm, vita XM mac 50 m2 103,270
(4*10-3)*1,3 48,100
(4*9,78-3)*1,2 43,344
Nay try: 11*2*0,11*1,2+2*0,22*1,2 3,432
M41 tren: (2*10+9,56+6,78)*0,22+11*0,33*0,11 8,394
10 Quet voi ngoai nha m2 103,270
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HANG MX: CONG+ TU'O'NG RAO
$TT NQI DUNG DoNG VicC DO'N VI KH6I LNG
[1) [3] [4] 151
1 Dao mOng bang, Ong <3m, sau <1m, dat cap III M3 29,876
Tuarng rao: 2*(24,7+17,72-3)*0,53*0,65*1,1 29,876
2 Dao m6ng cOt fru, he, kiem tra, rOng <1m,sau <1m, dat
• cap III
m3 3,168
Tru ding: 2*1,2*1,2*1*1,1 3,168
3 Be tong lot mong ring <250cm dá 4x6, vim BT mac 150 m3 4,467
Tuarng rao: 2*(24,7+17,72-3)*0,53*0,1 4,179
Tru ding: 2*1,2*1,2*0,1 0,288
4 Be tong mong rOng <250cm (Id 1x2, vaa BT mac 200 m3 1,800
Tru ding: 2*1,0*1,0*0,9 1,800
5 Be tong cOt fiat din <0,1m2, chi&u cao <4m dã 1x2, vita BT mac 200
m3 0,612
Tru c6ng: 2*0,35*0,35*2,5 0,612
6 Be tong xa dam, giang nha dá 1x2, vaa BT mac 200 m3 0,607
Tung rao: 2*(24,7+17,72-3)*0,11*0,07 0,607
7 San xuat, lap dung thao d6 van khuon mong cOt vuong, cha nhat
100m2 0,072
Tru c6ng: 2*4*1,0*0,9/100 0,072
8 San xuat, lap dung thao (16 van khuon cot vuong, cha nhat
100m2 0,070
Tru cling: 2*4*0,35*2,5/100 0,070
9 San xuat, lap dkmg iliac) cra van khuon xa dam, giang 100m2 0,110
Tuong rao: 2*(24,7+17,72-3)*2*0,07/100 0,110
10 San xuat, lap dung c6t thep 'ming duong kinh <10mm tL 0,017
2*14*1*0,617/1000 0,017
11 A San xuat, lap dung cOt thep cot, tru. duemg kinh <10mm,
chiL cao <4m tAtt 0,013
2*20*1,5*0,222/1000 0,013
12 San xuat, lap dung c6t thep cot; trp,duerng kinh <18mm, chieu cao <4m 2*4*4*1,58/1000
tan 0,051
0,051
13 San xuat, lap dung c6t thep xa dam, giang throng kinh <10inm, chieu cao <4m
Tuang rao: 2*(24,7+17,72-3)*2*0,395/1000
400*0,18*0,222/1000
tan 0,078
0,062
0,016
14 Xay m6ng gach chi 6,5x10,5x22 chieu day <33cm, vira XM mac 50
Tueng rho: 2*(24,7+17,72-3)*0,33*0,22
Tuerng rao: 2*(24,7+17,72-3)*0,22*0,33
m3 11,448
5,724
5,724
15 Xay tuerng thang gach chi 6,5x10,5x22 chieu day <11cm, h<4m, vita XM mac 50
Ttrerng rao: 2*(24,7+17,72-3-22*0,22)*0,11*(1,09-0,07)
m3 7,760
7,760
16 Xay cot, tra gach chi 6,5x10,5x22 h <4m, vita XM mac 50 Tin hang rao: 22*0,22*0,22*1,2
Tin c6ng: 2*0,6*0,6*2,5-2*0,35*0,35*2,5
m3 2,466
1,278
1,188
17 Trat tuong ngoai chieu day trat 1,5cm, vita XM mac 50
Tuong rao: 2*(24,7+17,72-3-22*0,22)*2*1,09
m2 150,769
150,769
18 Trat trp cot, lam thing, can thang chieu day tilt 1,5cm, vita XM mac 50
Trp c6ng: 2*0,6*0,6*2,5
Trp hang rao: 22*0,22*4*1,2-22*2*0,11*1,09
m2 19,756
1,800
17,956
19 Quet voi ngoai nha m2 170,525
20 C6fig hoa sat 20x20 1*3*2,05
m2 6,150 6,150
21 Phi lcien c6ng ( ban le+ banh xe) bO 4,000
22 Lat san, n'en duemg, via he gach xi mang 30x30
1*9,7*3
m2 29,100
29,100
23 Dap da't nn mOng Clang trinh, dO chat K=0,90, tinh 1/3KL dao
m3 11,015
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STT NOI DUNG CONG VICC DON V! KH6I
LUDING
PHAN RANH THOAT NUOC
1 Dao m6ng bang, Ong <=3 m, sau <=1 m, dat cap III
ranh: 2*(3,6+56)*0,94*0,55*1,1 = 67,789 h6 ga: 4*1,14*1,14*1*1,1 = 5,718
m3 73,507
2 Be tong san xuat bang may tem - d6 bang thil cOng, betOng m3 11,725 16t truing, da. 4x6, chieu Ong <=250 cm, mac 100
ranh: 2*(3,6+56)*0,94*0,1 = 11,205 h6 ga: 4*1,14*1,14*0,1 = 0,52
3 Xay gach chi 6,5x10,5x22, xay g6i d6 6ng, ranh thoat no6c, via XM mac 50 ranh: 2*2*(3,6+56)*0,22*0,4 = 20,979 ranh: 2*(3,6+56)*0,11*(0,22+0,05) = 3,54 h6 ga: 4*(0,6+1,04)*2*0,9*0,22 = 2,598
m3 27,271
4*(1,04+0,71)*2*0,11*0,1 = 0,154 4 Trat tro cot, lam dung, eau thang, day 1,5 cm, vita XM mac m2 226,272
50 ranh: 1*2*(3,6+56)*1,8 = 214,56 h6 ga: 4*0,6*4*(0,9+0,22+0,1) = 11,712
5 San xuat du kien be tong dtic san, be tOng tam dan, mai hat, lanh to, di 1x2, mac 200
m3 8,174
Ranh: 2*92*1*0,62*0,07 = 7,986 HO ga: 4*0,82*0,82*0,07 = 0,188
6 San xnat, lap dat c6t titer) be tong dtic san, ceit thep tarn dan, hang rao, cira sO, la chap, nan hoa con son
tan 0,662
Ranh: 2*92*3,5/1000 = 0,644 H6 ga: 4*4,5/1000 = 0,018
7 San xuat, lap dung, dia.° der van khu6n be tong &lc san, van khuOn g6, van khuOn nap dan, tam ch6p
100m2 0,426
Ranh: 2*92*(1+0,62)*2*0,07/100 = 0,417 H6 ga: 4*4*0,82*0,07/100 = 0,009
8 Lap clung cau Icien be tong dac san, lap cac loai cau kith be tong due san bang thil c6ng, tr9ng lugng <= 250 kg
cai 188,000
9 Dap dat m6ng dtrOng Ong, &rang c6ng, do chat yeu eau m3 24,502
K=0,90 PHAN TUONG RAO
10 Dao Mang bang, reng <=3 m, sau <=1 m, dat cap BI m3 80,167
2*(45+65-8,45/2)*0,53*0,65*1,1 = 80,167 11 Be teong gach vd mac 50 m3 11,212
2*(45+65-8,45/2)*0,53*0,1 = 11,212 12 Xay gach chi 6,5x10,5x22, xay m6ng, chidu day <= 33cm,
vita XM mac 50 m3 30,718
2*(45+65-8,45/2)*0,33*0,22 = 15,359 2*(45+65-8,45/2)*0,22*0,33 = 15,359
13 Dap dat nn tilting cOng trinh, do chat yeu cu K=0,90 m3 24,502
14 Xay gach chi 6,5x10,5x22, xay c0t, lilt chieu cao <=4 m, vita XM mac 50
m3 3,116
58*0,22*0,22*1,11 = 3,116 15 Xay gach chi 6,5x10,5x22, xay ttrimg thang, chieu day m3 19,680
<=11 cm, cao <=4 m, vila XM mac 50
(2*(45+65-8,45/2)-58*0,22)*0,11*0,9 = 19,68 •
16 Trat Wong ngoai, day 1,5 cm, vita XM mac 50 m2 441,474
2*(45+65-8,45/2)*1*2 = 423,1 Nay tru: 58*0,11*2*1 = 12,76 58*0,22*4*0,11 = 5,614
17 Quet v6i 1 nu& tang, 2 nu'ac mau ngoai nha m2 441,474
18 Be tong giang nha, dá 1x2, mac 200 m3 2,327
2*(45+65-8,45/2)*0,11*0,1 = 2,327 19 Van khuOn cho be Icing d6 tai chi'', van khuOn g6, van
khuOn xa dam, giang 100m2 0,423
2*(45+65-8,45/2)*2*0,1/100 = 0,423 20 SXLD c6t thep xa dam, giang, clueing kinh <=10 mm, & di?
cao <=4 m tan 0,209
2*(45+65-8,45/2)*2*0,395/1000 = 0,167 2*(45+65-8,45/2)/0,2*0,18*0,222/1000 = 0,042
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XAY
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BANG DliTOANAKHOI WONG CONG TRiNH : THIET Kt DIEN HiNH KHU THE THAO XA
HANG MUG : PHAN XAY DUNG
STT NO1 DUNG C6NG VleC DON V! KHol
WONG
PHAN RANH THOAT NutIc
1 Dao m6ng bang, Ong <=3 m, sau <=1 m, dat cap III m3 10,352
ranh: 2*(106+71)*0,94*0,55*1,1*5% = 10,066
h6 ga: 4*1,14*1,14*1*1,1*5% = 0,286 2 Dao m6ng c6ng trinh, chies u rOng m6ng <=6 m, bang may 100m3 1,967
dao <=0,8 m3, dat cap Ill ranh: 2*(106+71)*0,94*0,55*1,1*95%/100 = 1,913
h6 go: 4*1,14*1,14*1*1,1*95%/100 = 0,054
3 Be tong gach va mac 50
ranh: 2*(106+71)*0,94*0,1 = 33,276 h6 ga: 4*1,14*1,14*0,1 =0,52
m3 33,796
4 Xay gach chi 6,5x10,5x22, xay goi dä 6ng, ranh thoat nu6c, vita XM mac 50 ranh: 2*2*(106+71)*0,22*0,4 = 62,304
m3 744402
ranh: 2*(106+71)*0,11*(0,17+0,07) = 9,346
h6 go: 4*(0,6+1,04)*2*0,9*0,22 = 2,598 4*(1,04+0,71)*2*0,11*0,1 = 0,154
5 Trat try Olt, lam dung, cau thang, day 1,5 cm, vim XM mac m2 818,832
50 ranh: 1*2*(106+71)*2,28 = 807,12 h6 ga: 4*0,6*4*(0,9+0,22+0,1) = 11,712
6 San xuat eau Icien be tong &lc sin, be tong tam clan, mai hat, lanh to, dá 1x2, mac 200
m3 15,552
Ranh: 2*177*1*0,62*0,07 = 15,364 H6 ga: 4*0,82*0,82*0,07 = 0,188
7 San xuat, lap dat c6t the') be tong dtic sin, c6t thep tam dan, hang rao, ci'm s6, la chit), nan hoa con son
tan 1,257
Ranh: 2*177*3,5/1000 = 1,239 H6 go: 4*4,5/1000 = 0,018
8 San xuat, lap dung, thao d6 van IchuOn be tong duc san, van 100m2 0,812
IduiOn g6, van IchuOn ndp dan, tam chap
Ranh: 2*177*(1+0,62)*2*0,07/100 = 0,803
H6 1 : 4*4*0,82*0,07/100 = 0,009
cai 358,000
0,690 100m3
16,595 m3
3,152 100m3
46,419 m3
415,338 m3
1,106 100m3
3,761 m3
25,821 m3
67,360
9
Lap dung cau kin be tong chic sin, lap cac loai cu kin be tong dtic sin bang thii corig, trong ltrcing <= 250 kg
10
Dap dat c6ng trinh bang dam c6c, d0 chat yeu cauK=0,90
PHAN TUONG RAO
11
Dao 'ruing bang, Ong <=3 m, sau <=1 m, dt cap DI, tinh 5% KL clao 1*(90*2+120-23,78)*0,53*0,65*1,1*5% = 5,234
1*120*2,53*0,65*1,1*5% = 10,854 33*0,43*1,*0,65*1,1*5% = 0,507
12 Dao mong c6ng trinh, chieu Ong m6ng <=6 m, bang may dao <=0,8 m3, dat cap III, di-1h 95% KL dao
1*(90*2+120-23,78)*0,53*0,65*1,1*95%/100 = 0,994
1*(120)*2,53*0,65*1,1*95%/100 = 2,062 33*0,43*1,*0,65*1,1*95%/100 = 0,096
13 Be tOng gach v6 mac 50
1*(90*2+120-23,78)*0,53*0,1 = 14,64 1*(120)*2,53*0,1 = 30,36 chfing dap: 33*.0,43*1,*0,1 = 1,419
14 Xay gach chi 6,5x10,5x22, xay mong, chi&u day <= 33cm, vita XM mac 50 1*(90*2+120-23,78)*0,33*0,22 = 20,054 1*(90*2+120-23,78)*0,22*0,33 = 20,054 1*(120)*0,44*0,55 = 29,04 bac ngoi: 1*120*2,1*0,55 = 138,6 1*120*2,1*0,4 = 100,8 1*120*1,4*0,4 = 67,2 1*120*0,7*0,4 = 33,6 chfing dap: 33*1*0,33*0,55 = 5,99
15 Dap dat c6ng trInh bang dam coc, cle chat yeu cauK=0,90
16 Xay gach chi 6,5x10,5x22, xay cOt, tru chieu cao <=4 m, va XM mac 50 70*0,22*0,22*1,11 = 3,761
17 Xay gach chi 6,5x10,5x22, xay tu6ng thang, chi8u day <=11 cm, cao <=4 m, vita XlvI mac 50
(1*(90*2+120-23,78)-70*0,22)*0,11*0,9 = 25,821
18
Xay gach chi 6,5x10,5x22, xay tuong thang, chi8u day <=33 cm, cao <=4 m, vita XIVI mac 50
1*120*0,22*2,0 = 52,8 ch6ng dap: 33*1*0,33*0,3 = 3,267 33*0,33*(1+0,22)/2*1,7 = 11,293
19 Be t6ng sin xuat bang may trOn - d6 bang thit c6ng, be tong xa dam, giang nha, (Id 1x2, mac 200
m3 2,869
(1*(90*2+120-23,78)-70*0,22)*0,11*0,1 = 2,869
20 Van khuOn cho be tong d6 tai ch6, van khu6n g6, van khu6n xa dam, giang
100m2 0,522
(1*(90*2+120-23,78)-70*0,22)*2*0,1/100 = 0,522
21 C6ng tác san xuat lap dung c6t the') be tong tai ch6, c6t thep xa dam, giang, dung kinh <=10 mm, & dO cao <=4 m
tan 0,273
1*(90*2+120-23,78)*2*0,395/1000 = 0,218
1*(90*2+120-23,78)/0,2*0,18*0,222/1000 = 0,055
22 Trat tuong ngoai, day 1,5 cm, vita XM mac 50 m2 1.672,093
1*(90*2+120-23,78)*1*2 = 552,44 Nay tru: 70*0,11*2*1 = 15,4 70*0,22*4*0,11 = 6,776 1*120*2,9*(2,0+0,8+0,22)-33*0,33*2 = 1029,18
ch6ng dap: 33*1*0,3 = 9,9 33*(1+0,22)/2*1,7 = 34,221 33*(0,3+1,7+0,22)*0,33 = 24,176
23 Quet v6i 1 nate trang, 2 nu& mau ngoai nha m2 1.672,093
24 Lang nn .san kh6ng dtinh matt, day 3,0 cm, vita XM mac 75
bac ngoi: 120*(1,2+2,1) = 396
396,000
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WONG PHAN MONG
Dao mong c0t, try, Ong <=1 m, sau >1 m, dat cap Ill, tinh m3 0,380 10% KL dao MC: 3*1*1*1,15*1,1 = 3,795
2 Dao mong bang, Ong <=3 m, sau <=2 m, dal cap III, tinh m3 7,131 10% KL dao MG: 53,22*1*1,15*1,1 = 67,323 MBH: 11,4*0,53*0,6*1,1 = 3,988 Dao ming c6ng trinh, chieu Ong mong <=6 m, bang may dao <=0,8 m3, dal cap III, di-1h 90% KL dao
100m3 0,676
MC: 3*1*1*1,15*1,1/100 = 0,038 MG: 53,22*1*1,15*1,1/100 = 0,673 MBH: 11,4*0,53*0,6*1,1/100 = 0,04
4 Be tong lot m6ng, di 4x6, chieu r(mg <=250 cm, mac 100 m3 6,226
MC: 3*1*1*0,1 =0,3 MG: 53,22*1*0,1 = 5,322 MBH: 11,4*0,53*0,1 = 0,604 Xay gych chi 6,5x10,5x22, xay m6ng, chieu day > 33cm, vita XM mac 50
m3 21,284
MC: 3*0,8*0,8*0,21 = 0,403 3*0,68*0,68*0,14 = 0,194 3*0,56*0,56*0,07 =0,066 3*0,44*0,44*1,38 = 0,802 MG: 53,22*0,80*0,21 = 8,941 53,22*0,68*0,14 = 5,067 53,22*0,56*0,14 = 4,172 53,22*0,44*0,07 = 1,639 Xay gych chi 6,5x10,5x22, xay mOng, chieu day <= 33cm, vita XM mac 50
m3 21,149
MG: 53,22*0,33*0,99 = 17,387 MBH: 11,4*0,33*1 = 3,762
7 Be tong giang ming, di 1x2, mac 200 m3 5,331
(53,22+11,4)*0,33*0,25 = 5,331 8 Van khu6n cho be tong d6 41 ch6, van khu6n g6, van
khu6n xa dthn, giang •
100m2 0,323
(53,22+11,4)*2*0,25/100 = 0,323 9 SXLD cea Mei) giang mong, dtremg lsinh <=10 mm tan 0,071
70,6/1000 = 0,071
tan 0,351 10 SXLD ofit the') giang mOng, clueing kinh <=18mm
350,6/1000 = 0,351 11 Lap el& chan mOng c6ng trinh bang dam c6c, do chat yeti
cattK=0,90, tinh bang 1/3 KL dao 12 Van chuydn dat thim a di, trir kh61 lucmg lap dal than
mong bang 6t6 ty d6, pham vi <=1000m, 6t6 7T, dal cap III
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17 Dap cat cOng trinh bang dam c6c, dO chat yeu cauK=0,90
(16,8-0,33)*(8,5-0,33*2)*0,65/100 = 0,839 18 Be tong gach vo' mac 75
(16,8-0,33)*(8,5-0,33*2)*0,1 = 12,912 PHAN THAN
19 Xay gach chi 6,5x10,5x22, )(Ay cOt, try chieu cao <=4 m, vir-a XM mac 50 3*0,59*0,59*(0,3+0,1) = 0,418 3*0,54*0,54*(0,05+0,05) = 0,087 3*0,44*0,44*3,6 = 2,091 Trir -3*4*0,11*0,055*2,9 = -0,211
20 Xay gach chi 6,5x10,5x22, xay wing thAng, chi& day <=33 cm, cao <=16 m, vira XM mac 50
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CT1,3: 2*1,6*0,33*(5,25-0,3) = 5,227 CT 2,5: 5*0,44*0,33*(5,25-0,3) = 3,594
1*1,98*0,33*(5,25-0,3) = 3,234 1*0,91*0,33*(5,25-0,3) = 1,486
21
Xay pelt chi 6,5x10,5x22, xay Wong thAng, chieu day <=33 cm, cao <=16 m, vita XM mac 50
Tryc A: 1*2,71*0,22*(5,25-0,3) = 2,951 Tryc B: 1*10,92*0,22*(5,25-0,3) = 11,892 Tryc C: 1*13,88*0,22*(5,25-0,3) = 15,115 True 1: 1*5,12*0,22*(5,25-0,3) = 5,576 Tryc 2: 1*2,98*0,22*(5,25-0,3) = 3,245 True 6: 1*6,52*0,22*(5,25-0,3) = 7,1 Trir cira: Dl: -1*2,4*0,22*(2,7+0,5) = -1,69
-2*1,2*0,22*(2,7+0,5) = -1,69 -1*0,9*0,22*(2,7+0,5) = -0,634
Si: -5*2*0,22*(1,8+0,5) = -5,06 Thu hoi: 5*6,72*0,22*2,5/2 = 9,24 TrU cira thu h6i: -3*1*1,4*0,22 = -0,924
m3 46,694
Bo mai: 2*(16,8+0,22)*0,22*0,21 = 1,573 22 Xay gach chi 6,5x10,5x22, xay Wang thang, chi6u day m3 6,300
<=11 cm, cao <=4 m, vita XM mac 50 bon hoa: 1*(4,53+0,96*2+10,14+0,98*2)*0,11*0,59 = 1,204
bon hoa: 1*(4,53+0,96*2+10,14+0,98*2)*0,22*0,16 = 0,653
Chan mai: 2*(16,8+0,22)*0,11*0,81 = 3,033 Tren trnc A: 1*(4,2*3+0,22)*0,11*1 = 1,41
23 Be tong gach vel mac 75
tam cap sanh: 4,2*3*1,285*0,1 = 1,619 sari khau: 5,08*0,92*0,1 = 0,467
m3 2,086
24 Xay gach chi 6,5x10,5x22, xay tam cap, vita XM mac 50
tam cap sanh: 4,2*3*(1,2+0,9+0,6+0,3)*0,15 = 5,67
san khau: 5,08*(0,82+0,52+0,22)*0,15 = 1,189
m3 6,859
25 Be tOng dim, giang nha, di 1x2, mac 200 m3 5,042
D-1,2,3: 3*(16,8+0,22)*0,22*0,2 = 2,247 D-4: 3*(6,5-0.22)*0,22*0,4+3*(2-0,22)*0,22*0,2 = 1,893
D-3 live 1,5: 2*(8,5+1,04+0,71)*0,22*0,2 = 0,902
26 Be tong san mai, da 1x2, mac-200 m3 17,446 1*(8,5+0,71+1,04)*(16,8+0,22)*0,1 = 17,446
27 Be tong lanh to, giang chan mai, da 1x2, mac 200 m3 3,100
4*1,64*0,22*0,07 = 0,101 10*2,44*0,22*0,1 = 0,537 2*2,84*0,22*0,1 = 0,125 3*4,64*0,22*0,2 = 0,612 2*1,34*0,22*0,07 = 0,041
Chan mai: 2*(16,8+0,22+0,71+1,04)*0,22*0,1 = 0,826
Thu hoi: 5*3,9*2*0,22*0,1 = 0,858 28 Van khuOn cho be tong d6 tai cho, van khuOn g6, van
khuOn xa dam, giang 100m2 0,458
D-1,2,3: 3*(16,8+0,22)*2*0,2/100 = 0,204 D-4: (3*(6,5-0,22)*2*0,4+3*(2-0,22)*2*0,2)/100 = 0,172
D-3 true 1,5: 2*(8,5+1,04+0,71)*2*0,2/100 = 0,082
29 Van khuOn cho be tong d6 tai ch6, van khuOn g6, van khuOn san mai
100m2 1,745
1*(8,5+0,71+1,04)*(16,8+0,22)/100 = 1,745 30 Van khuOn cho be tong d6 tai ch6, van khuOn g6, van
khuOn lanh to, giang chan mai 100m2 0,399
4*1,64*(0,22+2*0,07)/100 = 0,024 10*2,44*(0,22+2*0,1)/100 = 0,102 2*2,84*(0,22+2*0,1)/100 = 0,024 3*4,64*(0,22+2*0,2)/100 = 0,086 2*1,34*(0,22+2*0,07)/100 = 0,01
Chin mai: 2*(16,8+0,22+0,71+1,04)*2*0,1/100 = 0,075
Thu hoi: 5*3,9*2*2*0,1/100 = 0,078 31 SXLD c6t the') dam, giang, dung kinh <=10 mm, 6 clO
cao <=16 m (26,5+26,5+56,3+43,7+9,4)/1000 = 0,162
32 sx:Lp cot the') dm, giAng, du6ng kInh <=18 mm, 6 clO cao <=16 m (67,8+69,8+67,8+69,8+216,1+218,1+26)/1000 = 0,735
33 SXLD cot the') dam, giang, du6ng kinh >18 mm, & dO cao <=16m (192,3+138,6+25,4)/1000 = 0,356
34 SXLD c6t the') san mai, cao <=16 m, dung kinh <=10 mm
(454,7+463,8+77,3+34,1+40,9+62,9+23,1+182,9+69,4+46 ,1+17,6+16,3+5,9)/1000 = 1,495
35 SXLD cfit thep lanh to, giing chin mai, du6ng kinh <=10 mm (8,1+2,3+29,8+8,4+1,8+11,3+3,4+0,9+150)/1000 = 0,216
36 SXLD c6t the') lanh to, gang el-Ian mái, du6ng kinh <=18 mm (10,7+73,5)/1000 = 0,084
37 Trat tu6ng ngoai, day 1,5 cm, vlia XM mac 50
True A: 1*2,71*(5,25-0,3) = 13,415 True B: 1*10,92*(5,25-0,3) = 54,054 True C: 1'13,88*(5,25-0,3) = 68,706 True 1: 1*5,12*(5,25-0,3) = 25,344 True 2: 1*2,98*(5,25-0,3) = 14,751 True 6: 1*6,52*(5,25-0,3) = 32,274 Trtr cira: Dl: -1*2,4*(2,7+0,5) = -7,68
-2*1,2*(2,7+0,5) = -7,68 -1*0,9*(2,7+0,5) = -2,88
Si: -5*2*(1,8+0,5) =.-23 Thu heii: 5*6,72*2*2,5/2 = 84 Tit cira thu hfii: -3*1*1,4*2 = -8,4 Bo mai: 2*(16,8+0,22)*2*0,21 = 14,297 bon hoa: 1*(4,53+0,96*2+10,14+0,98*2)*2*0,59 = 21,889
bon hoa: 1*(4,53+0,96*2+10,14+0,98*2)*2*0,16 = 5,936
Chan mai: 2*(16,8+0,22)*2*0,81 = 55,145 Trdn truc A: 1*(4,2*3+0,22)*2*1 = 25,64
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38
C1'1,3: 2*1,6*(5,25-0,3) = 15,84 CT 2,5: 5*0,44*0,33*(5,25-0,3) = 3,594
1*1,98*(5,25-0,3) = 9,801 1*0,91*(5,25-0,3) = 4,505
Trat tuong trong, day 1,5 cm, vita XM mac 50
Truc A: 1*2,71*(5,25-0,3) = 13,415 Truc B: 1*10,92*(5,25-0,3) = 54,054 True C: 1*13,88*(5,25-0,3) = 68.706 Truc 1: 1*5,12*(5,25-0,3) = 25,344 True 2: 1*2,98*(5,25-0,3) = 14,751 Truc 6: 1*6,52*(5,25-0,3) = 32,274 Tra caa: Dl: -1*2,4*(2,7+0,5) = -7,68
-2*1,2*(2,7+0,5) = -7,68 -1*0,9*(2,7+0,5) = -2,88
Sl: -5*2*(1,8+0,5) = -23
m2 201,044
39
C1'1,3: 2*1,6*(5,25-0,3) = 15,84 CT 2,5: 5*0,44*0,33*(5,2540,3) = 3,594
1*1,98*(5,25-0,3) = 9,801 1*0,91*(5,25-0,3) = 4,505
Trat tru c0t, day 1,5 cm, vita XM mac 50
3*0,59*4*(0,3+0,1) = 2,832 3*0,54*4*(0,05+0,05) = 0,648
m2 26,316
3*0,44*4*3,6 = 19,008 Lom: 3*4*2*0,055*2,9 = 3,828
40 Trat tran, vita XM mac 75, theo DT van khu6n m2 174,500 41 Trat xa dam, vita XM mac 75, theo DT van khuOn m2 85,700
42 Lang granitO tam cap
tam cap sanh: 4,2*3*(0,75+1,2) = 24,57 san khan: 5,08*(0,45+0,82) = 6,452
m2 31,022
43 Lat n6n, san bang gach 400x400mm 128,969
1*(4,2-0,22)*(8,5-0,22) = 32,954 1*(4,2*3-0,22)*(8,5-0,22*2) = 99,783 tra tbac san khau: -1*(6,5-0,22)*0,6 = -3,768
44 Be'. bang malt vao tuang, theo DT nit m2 600,595
45 Bit bang .matit vao cOt, dam,.tran, theo DT trat m2 286,516
46 Son dam, tan, tuang trong nha dã bit bang son Super, 1 ntrac lot, 2 ntr6c pha
m2 461,244
47 Son Wang ngoai nha dã bit bang son Super, 1 nuac lot, 2 nu6c phü
425,867
48 Trat es chi, vaa XM cat min mac 75 100,000
49 Xay gach hoa be tong tren caa 1,727 Dl: 1*2,4*0,22*0,5 = 0,264 D2: 2*1,2*0,22*0,5 = 0,264
D3: 1*0,9*0,22*0,5 = 0,099 Si: 5*2*0,22*0,5 = 1,1
50 San xua't Ica g6 the')
51
52
53
54
55
56 Kep 6ng 4*3 = 12
57 SX cira di pane) kinh g6 nh6m 4 DI: 1*2,4*0,22*2,7 = 1,426
2*1,2*0,22*2,7 = 1,426 1*0,9*0,22*2,7 = 0,535
58 SX cira s6 pan6 kinh g6 nh6m 4 Si: 5*2*0,22*1,8 = 3,96
59 Lap dtmg cira kh6ng c6 khuOn
60 SX hoa sat cira 12x12( ca scm 3 nu& ch6ng ri) Si: 5*2*0,22*1,8 = 3,96
61 Lap dung hoa sat cira
62 Dip cat nen siin khaL'u
1*(4,2-0,22)*(8,5-0,22)*0,35 = 11,534 PHAN DIPI
63 Lap dal cac loai den (Mg dai 1,2m, loai hop den 2 bong
64 Lap dat cac lc* den 6ng dai 1,2m, loaih0p den .1 b6ng
65 Lap clat cac loai den c6 chao chup - Den sat trAn c6 chup
Lap dat quat dien-Quat trait
Lap 'dat cac thigt 1)1 dOng ngat, Lap cOng tac c6 s6 hat tren 1 cong tac la 2 Lap dat cac thiet b (long ngdt, Lap cOng tac c6 s6 hat tren 1 c6ng tac la 3 Lap dat cac thi6t bi d6ng.ngat, Lap 6 cam loai 6 d6i
70
71
tan 0,513
tan 0,513
m2 43,571
100m2 1,362
32,620
22,000
cai 12,000
m2 3,387
m2 3,960
m2 7,347
3,960
m2 3,960
m3 11.534
bO 10,000
bO 1,000
bO 3,000
cai 7,000
cai 4,000
cai 2,000
cai 7,000
cai 1,000
cai 2,000
8*(16,8+0,22)*0,16*0,003*7850/1000 = 0,513 Lap dung xa go the')
Son sat thep cdc loai 3 nu& 8*(16,8+0,22)*0,16*2 = 43,571 Lop mai tOn müi chieu dai bt kSr 2*(16,8+0,22)*4/100 = 1,362 Ton up noc 16,8+0,22+2*3,9*2 = 32,62 fing nlitra thoat ntrod mai D110 4*5,5 = 22
66
67
68
69
Lap dat aptomat loai 1 pha, ctRmg dO dong din 50A
Lap dat aptomat loai 1 pha, ctr6ng clO dong din 15A
72
73
74
keo rai cac loai day dan, Lap dat day dan 2 ruOt 2x6mm2
Keo rai cac loai day clan, Lap dat day din 2 ruOt 2x2,5mm2 Keo rai cac loai day clan, Lap dat day din 2 ruOt 2x1,5mm2
20,000
35,000
140,000
75 Kenrai cac loai day dan, Lap dat day din 2 ruOt rn 25,000 2x1Omm2
76 Lap dat tit dien hOp 1,000
77 Lap dat hOp n6i, hOp phan day hop 4,000
78 Lap dat hOp automat hop 2,000
79 Dentin hien cal 3,000 80 Lap dat 6ng nhua dat chim bao 110 day dan, throng kinh 220,000
<=27mm PHAN CH6NG SET
81 Gia c6ng kim thu set c6 chieu dai 0,5m cai 3,000
82 Lap dt kim thu set loai kim dai 0,5m cai 3,000
83 Gia c6ng va thing c9c ch6ng set C9C 5,000
84 Dao kenh muong, ranh thoat nuac, rOng >3 m, sau <=1 m, dtcpffl
m3 7.000
85 Dap &it nn m6ng cOng trinh, de chat yeu cu K=0,85 m3 7,000
86 Keo rai day ch6ng set dir6i muong dat, day the') loai d=12mm
22,000
87 Keo rai day chong set theo dung, cOt va mai nha, day the') loai d=10mm •
32,000
88 Lap dat sit ch6ng dOt cai 3.000
89 Gia c6ng lap (tat kep kim tra cai 2,000
90 Do kim tra dien tr& n6i dat Ian 1,000
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[1] [3) [4] [5]
1 Dao m6ng c6I trp, 116 kiem tra, rOng <1m,sau >lm, det cAp III, tinh 10% KL dao, ma taluy 10%
m3 3,907
MCI: 12*1,4*1,6*1,0*1,1*10% 2,957
MC2: 6*1,2*1,2*1,0*1,1*10°A 0,950
2 Dao mOng chieu rOng 5.6m bang may dao 0,8m3, dat cap III, tinh 90% KL dao, ma taluy 10%
100m3 1,113
MCI: (12*1,4*1,6*1,0*1,1/100)*90% 0,266
MC2: (6*1,2*1,2*1,0*1,1 /100)*90% 0,086
MG trpc B,C: (2*(25,9-5*1,4)*0,88*1,0*1,1/100)*90% 0,329
MG tryc 1,6: (2*(15,91-2*1,6-0,88)*0,88*1,0*1,1/100)*90% 0,206
MG true 2: (1*(3,11+2,8+2-2*1,6)*0,88*1,0*1,1/100)*90% 0,041
MG ti- e5: (1*(3,11+2,8-1,6)*0,88*1,0*1,1/100)*90% 0,038
MG trpc A, D: (4*(5,1-0,88)*0,88*1,0*1,1/100)*90% 0,147
3 Dao mong bang, r6ng <3m, sau <2m, clat CAI) 111, tinh 10% KL dao, ma taluy 10% MG trpc B,C: (2*(25,9-5*1,4)*0,88*1,0*1,1)*10%
m3 9,421
3,659
MG true 1,6: (2*(15,91-2*1,6-0,88)*0,88*1,0*1,1)*10% 2,290
MG trpc 2: (1*(3,11+2,8+2-2*1,6)*0,88*1,0*1,1)*10% 0,956
MG trpc 5: (1*(3,11+2,8-1,6)*0,88*1,0*1,1)*10% 0.417
MG trpc A, D: (4*(5,1-0,88)*0,88*1,0*1,1)*10% 1,634
DM-1: 1*29,83*0,42*0,07*1,1 0,965
4 Be tong lOt mOng rOng <250cm dá 4x6, vita BT mac 150 m3 12,491 MCI: 12*1,4*1,6*0,1 2,688
MC2: 6*1,2*1,2*0,1 0,864
MG trpc B,C: 2*(25,9-5*1,4)*0,88*0,1 3,326
MG true 1,6: 2*(15,91-2*1,6-0,88)*0,88*0,1 2,082
MG trpc 2: 1*(3,11+2,8+2-2*1,6)*0,88*0,1 0,414
MG true S: 1*(3,11+2,8-1,6)*0,88*0,1 0,379
MG trpc A, D: 4*(5,1-0,88)*0,88*0,1 1,485
DM-I: 1*29,83*0,42*0,1 1,253
5 Be tong mong rOng <250cm cid 1x2, vim BT mac 200 m3 10,837 MCI: 12*1,2*1,4*0,2 4,032
12*(1,2+0,43)/2*(1,4+0,33)/2*0,25 2,115
12*0,43*0,33*1,2 2,093
MC2: 6*1,0*1,0*0,2 1,200
6*(1,0+0,33)/2*(1,0+0,33)/2*0,25 0,663
6*0,33*0,33*1,2 0,784
6 Be tong xà dam, giang nha (Id 1x2, vita BT mac 200 m3 12,816 MG tryc B,C: 2*(25,9-5*0,33)*0,33*0,3 4,802
MG trvc 1,6: 2*(15,91-2*0,43-0,33)*0,33*0,3 MG trvc 2: 1*(3,11+2,8+2-2*0,43)*0,33*0,3 MG tryc 5: 1*(3,11+2,8-0,43)*0,33*0,3 MG tryc A, D: 4*(5,1-0,33)*0,33*0,3 DM-1: 1*29,83*0,22*0,3
2,915
0,698
0,543
1,889
1,969
7 San xuat, lap dkrng that) do van khan m6ng cot vuong, chit nhat 100m2 0,836
MG bile B,C: 2*(25,9-5*0,33)*2*0,3/100 0,291
MG tryc 1,6: 2*(15,91-2*0,43-0,33)*2*0,3/100 0,177
MG tryc 2: 1*(3,11+2,8+2-2*0,43)*2*0,3/100 0,042
MG tryc 5: 1*(3,11+2,8-0,43)*2*0,3/100 0,033
MG tryc A, D: 4*(5,1-0,33)*20,3/100 0,114
DM-1: 1*29,83*2*0,3/100 0,179
8 San xuat, lap ching cot thep mOng &Ong kinh 5_10mm Mn 0,053
(37,6+15,6)/1000 0,053
9 San xuat, lap citing cOt the!) mOng diking kinh <18mm tan . 0,783
(345,2+122,5+129,4+115,1+35,4+35,4)/1000 0,783
10 San xuat, lap Ong cot the]) xa dam, giang Wing dtremg kinh Mn 0,191
(149,3+41,5)/1000 0,191
11 San xuat, lap dkrng cot thep xa dam, giang mOng ditOng kinh Mn 1,508
(1388,4+119,2)/1000 1,508
12 Xay mang gych chi 6,5x10,5x22 chiL day >33cm, vita XM mac 50 in3 .24,536
MG trvc B,C: 2*(25,9-5*1,2)*0,68*0,21 5,683
2*(25,9-5*1,2/2)*0,56*0,1 4 3,591
2*(25,9-5*1,2/2)*0,45*0,07 1,443
MG trvc 1,6: 2*(15,91-2*1,4-0.68)*0,68*0,21 3,550
2*(15,91-2*1,412-0,56)* 0,56*0 .14 2,187
2*(15,91-2*1,4/2-0,45)*0,45*0.07 0886
MG trpc 2: 1*(3,11-i 2,8+2-2*1.4)*0,68*0,21 0,730
1*(3,11+2,8+2-2*1.4/2)*0,56*0.14 0,510
1*(3, I 1+2,8+2-2*1,4/2)*0,45 0.07 0,205
MG tryc 5: 1 *(3,11+2,8-1,4)*0,68*0,21 0.644
1*(3,11+2,8-1,4/2)*0,56*0,14 0,408
1*(3,11+2,8-1,4/2)*0,45*0,07 0,164
MG trvc A, D: 4*(5,1-0,68)*0.68*0,2 1 2,525
4*(5,1-0,56)*0,56*0,14 1,424
4*(5,1-0,45)*0,45*0,07 0,586
13 Xay ming gych chi 6,5x10,5x22 chiOu day <33cm, vita XM mac 50 m3 36,378
MG trvc B,C: 2*(25,9-5*0,33)*0,33*0,93 14,885
MG trvc 1,6: 2*(15,91-2*0,43-0,33)*0,33*0,93 9,035
MG trvc 2: 1*(3,11+2,8+2-2*0,43)*0,33*0,93 2,164
MG tryc 5: 1*(3,11+2,8-0,43)*0,33*0,93 1,682
MG trvc A, D: 4*(5,1-0,33)*0,33*0,93 5,856
DM-1: 1*29,83*0,22*0,42 2,756
14 Dap dat ding trinh bang dam cOc, dO chat K=0,90, tinh bang 1/3 KL dao
100m3 0,415
15 Dap dat ding trinh bang dam c6c, dO chat K=0,90 100m3 3,605
nan nha: (25,9-0,33*2)*(12,8-0,33)*0,8/1 00 2,518
sanh 1: 1*(5,5-0,22)*(2,5-0,22)*0,8/100 0,096
sanh 2: 1*(4,8-0,22)*(2,5-0,22)*0,8/100 Thu vien: 2*(3,11-0,22)*(5,1-0,22)*0,8/100 Kho: 2*(3,11-0,22)*(5,1-0,22)*1,4/100 San khdu: 1*(10-0,22)*(5,1-0,22)*0,6/100
0,084
0,226
0,395
0,286
16 Be tong lot mOng rOng >250cm (la 4x6, vda BT mac 150 m3 44,137
nn nha: (25,9-0,3.3*2)*(12,8-0,33)*0,1 31,474
sanh 1: 1*(5,5-0,22)*(2,5-0,22)*0,1 1,204
sanh 2: 1*(4,8-0,22)*(2,5-0,22)*0,1 1,044
Thu vien: 2*(3,11-0,22)*(5,1-0,22)*0,1 2,821
Kho: 2*(3,11-0,22)*(5,1-0,22)*0,1 2,821
Sdn khdu: 1*(10-0,22)*(5,1-0,22)*0,1 4,773
PHAN THAN
17 Be tong cOt tiet dien <0;1m2, chieu cao <16in dá 1x2, vOa BT mac
m3 6,041 200 CI: 12*0,33*0,22*5,5 4,792
C2: 6*0,22*0,22*4,3 1,249
18 Be tong xa darn, giimg nha da lx2, vita BT mac 200 9,821 Cos +4,3. D-1,2: 2*(5,5-0,22)*0,22*0,25 0,581
2*(5,I-0,22)*0,22*0,25 0,537
4*3,11*0,22*0,25 0,684
2*(2,5-0,22)*0,22*0,25 0,251
1*10,22*0,22*0,25 0,562
1*5,03*0,22*0,25 0,277
2*(2-0,22)*0,22*0,25 0,196
D-LT: 1*7,82*0,22*0,45 0,774
Cos +6,0. 4*(2,8-0,22)*0,22*0,25 0,568
2*(25,9+10-12*0,22)*0,22*0,25 3,659
I *(25,9+2*2,8)*0,22*0,25 1,732
19 Be tong san mai da. 1x2, vQa BT mac 200 25,470
Cos +4,3. Sanh 1: 1*(5,5+0,945*2)*(2,5+0,11+0,945)*0,1 2,627
Sanh 2: 1*(4,8+0,945*2)*(2,0+0,11+0,945)*0,1 2,044
kho+ thtr vin: 2*(5,1+2*0,8)*(3,11+0,8+0,11)*0,1 5,387
Cos +6,0. 1*(25,9+0,91*2)*(2,8+0,11+0,91)*0,1 10,589
1*((10-0,22)*2+(25,9+0,91*2))*(0,91+0,11)*0,1 4,823
20 Be tong lanh to, lanh to lien mai, chieu cao at, mang nuac, tAm dan, O yang dá 1x2, viva BT mac 200
m3 4,283
20*1,64*0,22*0,1 0,722
4*2,84*0,22*0, 14 0,350
6*1,34*0,22*0,1 0,177
2*2,73*0,22*0,1 0,120
Chan mai: 2*(25+0,91*2+10+0,91*2)*0,22*0,1 1,700
sanh: 1*(5,5+4,8+0,9 I *4+2,5*2+2*2+0,91*4)*0,22*0,1 0,585
Kho+ thu vin: 2*(5,1+2*0,8+2*3,11+2*0,8-2*0,11)*0,22*0,1 0,629
21 Sdn xudt, lap dkmg thao da van khan cOt wrong, chir phdt 100m' 0,953
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0,726
0,227
0,053
0,049
0,062
0,023
0.051
0,025
0,018
0,070
0,052
0,333
0,158
2,547
0,263
0,204
0,539
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0,517
0,138
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0,023
0,155
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0,057
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0,138
0,988
0,988
0,300
0,300
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CI: 12*(0,33+0,22)*2*5,5/100 C2: 6*4*0,22*4,3/100 San xuat, lap dung thao cler van khuon xa dam, giang Cos +4,3. D-1,2: 2*(5,5-0,22)*2*0,25/100
2*(5,1-0,22)*2*0,25/100 4*3,11*2*0,25/100 2*(2,5-0,22)*2*0,25/100 1*10,22*2*0,25/100 1*5,03*2*0,25/100 2*(2-0,22)*2*0,25/100
D-LT: 1*7,82*2*0,45/100 Cos +6,0.
4*(2,8-0,22)*2*0,25/100 2*(25,9+10-12*0,22)*2*0,25/100 1*(25,9+2*2,8)*2*0,25/100
San xuat, lap Ong thao d& van khuon san mai Cos +4,3. Sanh 1: 1*(5,5+0,945*2)*(2,5+0,11+0,945)/100 Sanh 2: 1*(4,8+0,945*2)*(2,0+0,11+0,945)/100 kho+ tint. vien: 2*(5,1+2*0,8)*(3,11+0,8+0,11)/100 Cos +6,0. 1*(25,9+0,91*2)*(2,8+0,11+0,91)1100 1*(0 0-0,22)*2+(25,9+0,91*2))*(0,91+0,11)/100 San xuat, lap dung Julio dO." van khuOn lanh to; lanh to lien mai,
chieu cao 6t, mang ntroc, tarn clan 20*1,64*(0,22.+2*0,1)/100 4*2,84*(0,22+2*0,14)1100 6*1.34*(0,22+2*0,1)/100 2*2,73*(0,22+2*0,1)/100
Chan mai: 2*(25+0,91*2+10+0,91*2)*2*0,1/100 sanh: 1*(5,5+4,8+0,91*4+2,5*2+2*2+0,91*4)*2*0,1/100
Kho+ thu v 2*(5,1+2*0,8+2*3,11+2*0,8-2*0,11)*2*0,1/100 San xuat, lap chrng ce)t thep cot, try dubng kinh <10mm, chieu cao
<16m (105,2+33,2)/1000
San xuat, lap dung cOt thep cOt, try dtrdng kinh <18mm, chieu cao
<16m (783,9+203,8)/1000
San xuat; htp Ong cOt thep xñ darn, giang ddyng kinh 10mm,
chieu cap <16m (9,7+9,7+17,5+35,1+8,3+15,7+7,8+6,9+18,5+110,3+48,5+12)/100
0 San xuat, lap Ong c6t the') xa dam, gi'ang clutmg kinh chieu cao <16m (34+8,4+34+8,4+63,2+16+21,7+26,5+40,8+43,2+17,7+22,5+48,3
+57,8+125,8+128,2+50,5)/1000
22
23
24
25
26
27
28
0
29 San xuat, lap dkmg cOt the') xa dam, giang throng kinh>18mm, chin cao <16m (30,9+30,9+57,9+111,7+117,6+24,8+27,8+354,1+357,1)/1000
tan 1,113
1,113
30 San xuat, lap dgng ct tiler) san mai dung kinh <10mm, chieu cao <16m (70,8+70,6+70,4+70+139,3+138,9+142,1+141,3+55,8+55,4+53,6 +53,4)/1000 (258,6+258,4+268,5+267,1+76,8+240,8+98,7)/1000
tan 2,531
1,062
1,469
31 San xuat, lap dkrng cOt dial) lanh to lien mai, chieu cao at, mang
utrc dung kinh <I Oimn, chieu cao <4m 38,8+11,6+8,8+6,3+2,7+5,6+1,8)/1000
tan 0,076
0,076
32 San xuat, lap ch,rng cOt thdp hinh to lien mai, chieu cao at, mang ntrac dung kinh <18min, chieu cao <4m 40,3/1000
tan 0,040
0,040
33 Xay tutrng thang gach tuynel 2 18 6,5x10,5x22 chieu day <33cm, h<16m, vita XM mac 50 True 1(A-C): 1*0 2,8-0,22)*0,22*(6-0,35) Trgc 1,2(C-C1): 2*(3.11-0,22)*0,22*(4,3-0,35) Trgc 2(A-B): 1*(2,8-0,22)*0,22*(6-0,35) True 2(B-C): 1*(10-0,22)*0,22*(6)-1*7,38*0,22*4,45 Trgc 6(B-C): 1*(10,0-0,22)*0,22*(6-0,35) Trgc A,B,C: 2*(25,9-5*0,22)*0,22*(6-0,35) Trgc CI : 2*(5,1+0,22)*0,22*(4,35-0,35) Lan can: 1*(3,14+.1,6)*0,22*0,9 True A: I *(23,6-1,2*2-0,98)*0,22*0,75 Tra cga: Dl: -2*2,4*(2,7+0,5)*0,22
-3*1,2*(2,7+0,5)*0,22 -4*0,9*(2,7+0,5)*0,22
Sl: -6*1,2*(1,8+0,5)*0.22 trüBT lanh t6: -I *1,369 Chan lan can: 2*4,595*0,22*0,11 Thu hi: 2*(10+0,22)*0.22*2,5/2
m3 109,384
15,637
5,023
3,207
5,685
12,157
61,653
9,363
0,939
3,336
-3,379
-2,534
-2,534
-3,643
-1,369
0,222
5,621
34 Xay tutrng thing gach tuynel 2 le" 6,5x10,5x22 chieu day <11cni, h <16m, vaa Xlvl mac 50 Chan mai: 2*(25,9+0,91*2+10+0,91*2)*0,11 *0,7 sanh 1: 1*(5,5+0,945*2+2,5*2+0,945*2)*0,11*0,7 sanh 2: 1*(4,8+0,945*2+2,0*2+0,945*2)*0,11*0,7 Kho+ thu vin: 2*(5,1+0,8*2+3*2+0,8*2)*0,11*0,7
m3 10,360
6,089
1,100
0,969
2,202
35 Xay kat cu phac tap 1(:)ac gach tuynel 2 18.6,5x10,5x22, h<16m, vita XM mac 50
m3 21,117
CT1,6,3,4: 9*I,2*0,11*6 CT2,5: 6*0,44*0,11*6
1*1,2*0,33*6-1*0,22*0,22*5,55 . 1*(1,2+0,98)*0,33*6-1*0,22*0,22*5,55
COt sanh: 6*0,59*0,59*0,95 6*0,44*0,44*2,7 6*0,82*0,82*0,4 • 6*0,75*0,75*0,1
7,128
1,742
2,107
4,048
1,984
3,136
1,614
0,338
6*0,55*0,55*0,1 trir 161 be tong: -6*0,22*0,22*4,0
0,182
-1,162
36 Be tong lot m6ng Ong <250cm dá 4x6, vita BT mac 150 Tam cap sanh 1: 1*(9,54+3,32*2)*2,02*0,1 Tarn cap sanh 2: 1*(16,2)*2,02*0,1 Tam cap hi: 1*2,22*2,02*0,1 Tam cAp san Ichau: 1*7,38*2,02*0,1 Tam cap phat thanh: 1*1,1*2,02*0,1
m3 8,701 3,268
3,272
0,448
1,491
0,222
37 My /ming gach chi 6,5x10,5x22 chieu day <33cm, vita XM mac 50 m3 51,245
Tam cap sanhl: 1*(9,54+3,32*2)*(2,02+1,8+1,5+1,2+0,9)*0,18 21,610
Tam cap sanh2: 1*16,2*(2,02+1,8+1,5+1,2+0,9)*0,18 21,637
Tam cap hi: 1*2,22*(1,22+0,97+0,72+0,47+0,22)*0,18 1,439
Tam san khau: 1*7,38*(1,42+1,12+0,82+0,52+0,22)*0,18 5,446
Tam cap Oat thanh: 1*1,1*(1,22+0,97+0,72+0,47+0,22)*0,18 0,713
Chan tam cap: 1*2,02*0,22*0,9 0,400
38 Trat tuang ngoai chieu day trdt 1,5cm, vita XM mac SO m2 591,382
39 Trat tuang trong chieu day trat 1,5cm, vita XM mac 50 m2 591,382
40 Tilt try cot, lam dimg, cau thang chieu day trat 1,5cm, villa XM
mac 50 m2 108548
23*0,11*0,11*6 1,670
cot hien : 1*0,33*4*4 5,280
1 *(1,2+0,33)*2*3,55 10,863
1*(1,2+0,95+0,22)*2*3,55 16,827
OA sanh: 6*0,59*4*0,95+4*0,44*4*3,3 36,684
Ma dm: Trif cixa: Dl: 2*(2,4*3+2*(2,7+0,5))*0,22 5,984
3*(1,2*3+2*(2,7+0,5))*0,22 6,600
4*(0,9*3+2*(2,7+0,5))*0,22 8,008
S1 : 6*(2*4+2*(1,8+0,5))*0,22 16,632
41 Trat tran, vim XM mac 75 m2 254,700
42 Trat xã dam, vita XM mac 75 m2 89,400
43 Tilt granito Wang day 1,5cm, vita XM mac 75 m2 119,610
Tam cap sanh 1 : 1*(9,54+3,32*2)*(0,9+2,1) 48,540
Tam cap sanh2: 1*16,2*(0,9+2,1) 48,600
Tam cap hOi: 1*2,22*(0,9+1,2) 4,662
Tam san khau: 1*7,38*(0,9+1,2) 15,498
Tam cAp phat thanh: 1*1,1*(0,9+1,2) 2,310
44 Lat nen, san gach ceramic 600x600, vila XM Mac 75 m2 125,553
1*(10-0,22)*(25,9-0,22) 1*(25,9-0,44)*(2,8-0,22) 65,687
trir tam cap: -1*7,38*1,2-1*1,1*1,2 -10,176
Kho+ thir vin: 2*(5,1-0,22)*(3,11-0,22) 28,206
Sanh: 1*7,1*3,32 23,572
1*5,6*2,79 15,624
Qua dm 2*2,4*0,22+3*1,2*0,22+4*0,9*0,22 2,640
45 San dam, tran, cot, tuang trong nha kh6ng bã 1 nu& 16t + 2 nuac phi' bang san Joton
m2 935,482
A
46 Son Wong ngoai nha khong 'pa 1 nude lot + 2 ware phii. bang son Joton
m2 591,382
47 Trat ger chi, vita XM mac 75 m 500,000 48 Trat vay tiring chong yang, vita XM mac 75
23,3*0,7 1*(3,14+1,6)*0,9 1*(4,37+2,58)*5,15 2*(4,37*0,575+4,37*0,91/2)
m2 65,371 16310
4,266
35,793
9,002
49 San xuat vi keo their hinh lien Icet flan khAu dO KM <12m tan 0,013
4*3,24/1000 0,013
50 San xuat xa g6 their Mn 1,181 12*(25,9+0,22)*0,16*0,003*7850/1000 1,181
51 Lap dung vi keo thep khau dO <18m tan 0,013
52 Lap chrng xa go thdp Mn 1,181
53 San sat their cac loai 2 nuac m2 166,806
Vi keo: 4*(23+1,5)*0,1*2 19,600
4*(24,88+4+10,8+3,6+8,6+4,38)*0,09*2 40,507
4*0,7997*2 6,398
Xã gii: 12*(25,9+0,22)*0,16*2 100,301
54 Lop mai, che tisang bAng ton mid chieu dai bat kSi 100m2 3,134
2*(25,9+0,22)*6/100 3,134
Ton op nac m 26,120
25,9+0,22 26,120
55 Ong nhkra Moat mrac mai 1)110 1T1 30,000
6*5 30,000
56 Kcp Ong cai 18,000
6*3 18,000
57 SXLD Ian can thep hp ( ea son cluing ri) in2 12,330
2*4,2*0,9 7,560
1*(1,4+3,9)*0,9 4,770
58 SX cira di pan() kinh g8 nhom 4 m2 32,400
Dl: 2*2,4*2,7 12,960
3*1,2*2,7 9,720
4*0,9*2,7 9,720
59 SX dm so panel' kinh go- nh6m 4 m2 21,600
SI: 6*2*1,8 21,600
60 SX cira kinh phan ham ,,2 12,000
DI: 2*2,4*0,5 2,400
3*1,2*0,5 1,800
4*0,9*0,5 1,800
Sl: 6*2*0,5 6,000
61 SX khan dm g8 nhom 4 . iii - 105,600
Dl: 2*(2,4*4+2*(2,7+0,5)) 32,000
3*(1,2*4+2*(2,7+0,5)) 33,600
4*(0,9*4+2*(2,7+0,5)) 40,000
Sl: 6*(2*5+2*(1,8+0,5)) 62 SX hoa sk cua 12x12( ca son 3 ntrac cheing ri) ,n2 30,677
DI: 2*(1,1*2*0,371+1,12*2*0,4) 3,424
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