sa CONG HOA xX CHU NGHiA V[~T NAM vA s6:6'i5IQD-SNN tn ...xml12.quangtri.gov.vn/xml_snnnt/VBDI/SNN-QD-615-2017.pdf · Cong trinh: H~th6ng La Nga HQ'pph§n 2: Nang cApcosO'ha tAng

II

UBND TiNH QUANG TRJsa NONG NGHI~P vA PTNT

s6:6'i5IQD-SNN

CONG HOA xX H(HCHU NGHiA V[~TNAMDQc l~p - T\I' do - H~lDhphuc

Quang tn. ngaU.::;-than&.i,Vliim 2017

QUYETDINHv~vi~c phe duy~t di~u chinh, b6 sung thi~t k~ BVTC, du toan goi thau va

di~u chinh HQ'p dAng s6: QTILNIW04/2015, Nang cftp d~p phu 1,2; Tran xa Iii;Duong quan ly s6 3 (da bao gAm chi phi bao hi~m cong trinh).

Cong trinh: H~ th6ng La NgaHQ'p ph§n 2: Nang cAp co sO'ha tAng h~ thfing tU'm

Du an: Cai thi~n nong nghi~p co tU'oi tlllh Quang Tr] (WB7)

GIAM DOC Sa NONG NGI~P vA PHAT TRIEN NONG THON

Can cir Quyet dinh s6 05/2016/QD-UBND ngay 25/02/2016 cua UBND tinhQuang Tri v€ viec ban hanh Quy dinh chirc nang, nhiern vu, quyen han va co' diu t6chirc cua So'Nong Nghiep va PTNT;

Can ctr Luat xay dung s6 50/2014/QH13;Can cir Quyet dinh s6 1155/QD-BNN-XD ngay 26/5/2014 cua B9 Nong nghiep

va PTNT v€ viec phe duyet du an d~u nr xay dvng cong trinh Dv {m thanh ph~n Caithi~n nong nghi~p e6 tu6i tlnh Quang Tri thu9c dv an Ciii thi~n nong nghi~p c6 tu6i doWB tai trQ'(WB7);

Can eu Quy~t dinh s6 1058/QD-BNN-XD ngay 011412015 ella B9 Nong nghi~pva PTNT v€ vi~e phe duy~t Thi~t k~ Ban ve thi cang cae eong tr111hd~u m6i h6 LaNga (khong bao g6m ebng Iftymr6e);

Can eu hQ'p d6ng thi eong xay d\rng eong trinh goi th§u s6 QT/LN/W04/20 15:Nang efip d?p phv 1,2; tran xa lU; duang quan ly s6 3, h~ thbng La Nga (ria baa g6mchi phi bew hi€m cong trinh) gifra Ban QLDA Cai thi~n nang nghi~p c6 tuai (WB7)Quang Tri va Cong ty e6 ph§n Thanh An dUQ'eky ngay 10/3/2016 va Phv I\le hQ'pd6ng di€u ehlnh I§n 01 kY ngay 28/4/2016; phV Ive hQ'p d6ng di€u ehinh I~n 02 kyngay 28/3/2017;

Can eu k~t lu?n eua Thanh tra tlnh Quang td s6 95/KL- TTr ngilY 22/02/2017 v0vi~e thanh tra vi~e ehftp hanh Phap Iu?t trong qU(inIy, thvc hi~n Dv an Cai thi~n nongnghi~p e6 m6i (WB7);

Can eu Bien ban ki€m toan nha nu6e ngay 27/5/20 17 v~ vi~c ki~m toan hO~ltd(>ngxay d\filg va quan ly, sir dvng v6n d~u tu Dv an eai thi~n nong nghi~p e6 tu6i -WB7;

Can eu ehuy~n eong tae eua Doim WB (D~i di~n Ngan hang Th~ gi6i) lam vi~ev6i cae don vi : So' Nong nghi~p va PTNT Quang Tfi, Ban QUEmIy dv an, Cong tyTNHH MTV QLKT Cong trinh Thuy lQ'iQuang Td va cae don vi lien quan ngay 05-06 thang 10 nam 2016, Doan dff danh gia hi~n tqmg qufm 1y cong trinh La Nga va dae6 y ki€n e~n thi~t b6 sung nha quan Iy d~u mbi h6 La Nga.

Can eu Ta trinh s6 12/TTr-XN ngay 03/8/2016 eua Xi nghi~p thuy nong VinhLinh v€ vi~e b6 sung nha quan 1yv~n hanh d~u m6i La Nga: nh~m nang cao nang h,rcquan ly eong trinh thuy lQ'i,t~o di~u ki~n cho can b9 qu<in1y 1uon thuang trvc, lmg (.;uukip thai trong qua trinh quan 1y,v?n hanh h6 chua nu&e La Nga'h

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Can err Bao cao k~t qua tham dinh 1280/SXD-XDCB ngay 02110/2017 cua SaXay dung tinh Quang Tri v€ viec thong bao k~t qua tham dinh thiet k~ - du toan hangmuc Nha quan ly van hanh dfrum6i La Nga;

Can cir Bien ban lam viec hien tnrong ngay 0411112017 v€ viec gia c6 cac ranhthoat mroc doc dirong dam bao an toan cac tuyen dirong thi cong, quan ly;

Can cir Bien ban thuong thao ngay 29/1112017 gitra Ban QLDA Cai thien nongnghiep co nroi (WB7) tinh Quang Tri va Nha thau Thi cong - Cong ty C6 phfrn ThanhAn v€ viec thuc hien phan kh6i luong b6 sung thuoc goi thfru s6 QT/LN/W04/2015.

Xet d€ nghi cua Giam d6c Ban quan 1y du an Cai thien nong nghiep co tuoi(WB7) tinh Quang Tri t~i To trinh s6 342/TTr-DA WB7 ngay 29111/2017 va d€ nghiclla Tru&ng phong Quan 1y xay dvng cong trinh t~i Van ban thfrm dinh s6..... IQLCT-TD ngay 112/2017,

QUYETDlNH:

Di~u 1. Phe duy~t di€u chinh, b6 sung thi~t k~ BVTC, d\l' toan goi thfru va di€uchinh Hqp d6ng s6 QTILN/W04/2015: Nang d.p d~p phv 1, 2; Tran xa Iii; DuOngquan 1ys6 3 (ail bao g6m chi phi bao hi~m cong trinh); Cong trinh: H~ th6ng La Nga;Hqp phfrn 2: Nang d.p cO's6 h~ tfrng h~ th6ng tu6i, v6i cae nQi dung nhu sau:

1. Cong trinh: H~ th6ng La NgaThuQc D\l' an thanh phfrn CM thi~n nong nghi~p c6 tu6i (WB7) tinh Quang Tri.2. Lo~i, cip cong trinh: Cong trinh Nong nghi~p va PTNT, c~p II.3. H~ng mt}c cong trinh:Goi thfru xay l~p s6 QTILN/W04/2015: Nang c~p d~p phv 1,2; Trfill xa lil; Duong

quan 1ys6 3 (ail bao g6m chiphi bao hi~mcong trinh).4. Chii diu to': Sa Nong nghi~p va PTNT Quang Tri·5. Ten ta chrrc khao sat, l~p hB sO' di~u chinh thi~t k~ BVTC va d\f toan:Lien danh Cong ty C6 phfrn tu v~n dfru tu va xay d\l'ng Quang Tri, Chi nhanh

cong ty TNHH MTV Quan 1ykhai thac cong trinh thuy 1qi - Xi nghi~p tu v~n dfru tu &xay d\l'ng va Vi~n Sinh thai & Bao v~ cong trinh.

6. Dia di~m xay d\fng: huy~n Vlnh Linh, tinh Quang Tri.7. NQi dung di~u chinh, ba sung BVTC va d\f toan goi thiu:7.1.B8 sung nha qulin Ii v(in himh dau m6i h6 LaNga:7.1.1. Nha lam vi?c:Nha 01 tfrng, di~n tich san S=174m2, t6ng chi€u cao cong trinh H = 6,4m.Giai phap thi~t k~ chu y~u:Mong dan k~t hqp h~ khung san BTCT B20 (M250) chiu l\l'c chinh. Gia cUOng

day mong Ml, M4, M5 b~ng lap cat h~t trung day 80cm, dfrm ch~t rung 16p. MongtUOng, mong vita xay B10 M75 vita xay M75. Phfrn mai: TUOng thu h6i day 15cm,b~ng g~ch khong nung, xa g6 thep hQP m~ kern 40x80xl,4, 1qp ton song vuong day0,42mm, co khe ch6ng bao.

TUOng xay g~ch khong nung day 15cm, trat vfra xi mang M50, san mau 3 nu6e.N€n BT s~ ngang M75 day 10cm, 1at g~ch Ceramic kich thu6c 400x400. Cua di, cuas6 su dVng khung thep hinh L50x50x5, canh cua b~ng thep hQP 40x80 va 30x60 santinh di~n, kinh tr~g 5mm.~

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H¢ thong co ai¢n: cAp dien cong trinh sir dung cap cvv M2x6mm2, dp dienphu tai day VCMO 2xl,5mm2 va 2x2,5mm2. Chieu sang den LED 0,6m va 1,2m,thong gio quat tran. H~ thong chong set gom: Kim thu set D 18, day dfin set D 12, mangti~p dia thep D 18, CQCL63x63x6 dai 2,5m rna kern nhung nang.

H~ thong cApthoat mroc, v~ sinh d6ng bQ.7.1.2. Cdc h{lng muc phfl tra:San, dU'Ongbe tong.Dien tich 370 m2, be tong da 40x60 M150 day 10cm (phan duong day 15cm)

lang mroc xi mang, bo via xay gach khong nung vtra xi mang M50 day 11ern.Gara xe may:Dien tich 16,8 m2. K~t cAumong BT da 40x60 M200; CQtkeo, thep 6ng rna kern

D60 day 2,6mm. Xa g6 thep hQp rna kern, kich thuoc 30x60xl,2 mai 19p ton song day0,42mm. N~n BT MI00 day 10 em.

San n~n:Dien tich san nen 2.945 m2. Dao lap phong hoa day 0,2m. D~p dAt cAp III, khoi

hrong d~p 398,6m3, h~ s6 dAmnen K = 0,9, dQd6c i = 0,4%.C8ng, tU'cmg rao:Canh cbng, kich thiroc (4,8xl,9)m tong hop tu thep 6ng m~ kern D50x2,3,

D60x2,5 thep tron D16, D20, dAytren ray thep L50x50x5.Tuemg rao chi~u dai 196,4m, Mong, tf\l, dAmgi~ng b~ng BTCT M200, tuemg xay

g~ch khong nung day IOcm co chua 0 thoat, trat vfra xi mang M50, quet voi 3 nuac.Gi~ng khoan, h~ th8ng Bing lQc:Gi~ng khoan nuac ngAm dQ sau 50m, ducmg kinh mi~ng gi~ng 130mm, su d1,lng

may khoan xoay tlJ hanh 54cv, k~t cAu6ng vach upvc DI10 - D125, may bam di~n,bam chim. B€ l~ng, lQc, chua dung tich 3,9m3.

7.1.3. Thilt hi: Ban, gh~, giuemg, tu, Tivi. ..7.2.B6 sung gia c6 cac ilo{lnranh thoat nU'ucd(JcilU'ilngTC + qulm Ii sa 3:7.2.1.Ranh thoat nU'ucphia hieu trim xli Iii chinhTuy~n 1: Gia c6 ranh thoat nuac phi a tci b~ng tAm lat BT M200, kich thuac

BxLxH = (50x50x6)cm, chi~u dai do~n gia c6 L = 78,Om. Di€m dAu xu§t phat t~iKO+274,9, di€m cu6i db van long h6.

Tuy~n 2: Gia c6 ranh thoat nuac phi a ta b~ng tAm lat BT M200, kieh thuaeBxLxH = (50x50x6)cm, ehi~u dai do~n gia e6 L = 73,Om. Di€m dAuxuAtphat tu vi trigoc cua phia phai tuy~n 'duemg vu6t n6i d~p ph\! 1, di€m cu6i db van ranh thoat nuacchan d~p ph\! 1 (t~i KO+354,8/ducmg thi eong quan ly s6 3 do~n huu tran).

Tuy~n 3: Gia c6 dinh thoat nuae phia hfru b~ng tAm lat BT M200, kich thuae-BxLxH = (50x50x6)cm, Chi~u dai do~n gia c6 L = 95,Om. Di€m dAu xuAt phat t~iKO+320,9, di€m cu6i t~i KO+415,9 (giao n6i van dinh thoat nuac gia e6 2 ben d6e tranxa Iii chinh da co).

7.2.2. Ranh thoat nU'uchai hen trim Slf ca:Gia c6 ranh thoat nuac b~ng tAm lat BT M200, kich thuac BxLxH = (50x50x6)

cm, chi~u dai do~n gia c6 L = 90,Om. Di€m dAudAun6i vai ranh d§t da co eua duemgthi cong + quan ly s6 3, di€m cu6i db van tran SlJc6.

7.2.3. Ranh thoat nU'ucilo{lnilU'irngn6i VOl ilU'ilngA r9P:

3

Gia c5 ranh thoat mrcc phia ta (tinh til duong A Rap vao) bing t<lmlat BT M200,kich thuoc BxLxH = (50x50x6) em, dai L = 80,Om. Diem d~u doan gia c5 tai KO+OO(diem giao n5i voi ranh thoat nu6c duong A Rap), diem cuoi tai ly trinh KO+80.

7.3. Du toan di~u chinh, bA sung: 1.867.495.000 dbng (Biing chii: M9t ty, tamtram sdu muai bay trieu, bon tram chin muai lam ngan il6ng chan.!). Trong do:

- DlJ toan be, sung nha quan ly d~u moi La Nga: 1.705.464.000 dbng.- DlJ toan be, sung gia c5 ranh thoat nu6c duong TC+QL s5 3: 138.292.000 dbng.- Chi phi giam sat hang muc be, sung: 19.028.000 dbng.- Phi tham dinh Thi~t k~ BVTC va dir toan nha Quan ly: 4.711.000 dbng

Bang tAng hQ1>dl}'toan di~u chinh, bA sung

TT Hang mucChi phi Thu~ VAT Sau thu~ Ghi chu

trurrc thu~

I BAs,ung I!ha quan 1.550.422.000 155.042.000 1.705.464.000ly dau mdi La Nga1 Chi phi xay dlJng 1.449.683.000 144.968.000 1.594.651.0002 Chi phi thi~t bi 50.000.000 5.000.000 55.000.000

3 Chi phi h~ng m\lc 50.739.000 5.074.000 55.813.000Theo bao

?

chung cao tharnPhi th§rn dlnh thi~t <flnb sAk~ BVTC va dl}' 1280/SXD

II toan h~ng rn\lc nha 4.711.000 -XDCBQuan ly dAu rnAi La ngayN2a 2/10/2017Phi thAm dinh thi~t

--- -

1 2_~~:_.?0~k~BVTC

2 Phi tham dinh dlJ 2.319.000toan -- ------_._-BAsung gia cA ranb D\I'toan

III thoat mr6'c duang 125.720.000 12.572.000 138.292.000 chi ti~tTC +QL sA3 kern theo

IV Chi phi giarn sat b6 17.298.000 1.730.000 19.028.000 1,0320/0sungTONG CONG (I+II+III+IV)

----.-1.867.495.000

Ngu6n van: Gia trj xay l~p be, sung dUQ'cl~y til ngu6n v5n dlJ phong WB cua gOlthdu, chi phi giam sat be, sung va phi thAm dinh BVTC- DT nha QL ddu m5i duQ'c l~ytil ngu6n dlJ phong d5i Ung ngan sach trung uong cua dlJ an.

7.3. Dl}'toan goi thAu sA: QTILN1W04/2015:DlJ toan goi thdu sau khi di€u chinh, be, sung (chua baa g6m d~rphong) lit:

14.042.882.000 dbng (Biing chfr: Muai b6n ty, kh6ng tram b6n muai hai tri¢u, tarntram tam muai hai ngcmil6ng chan.!). Trong do:

- Gia trUng thdu t1;1iQuy~t dinh s5: 45/QD-SNN ngay 25/2/2016 1a:14.925.495.000 dang

- Gia goi thdu di€u chinh, be, sung Ifill 01 t1;1iQuy~t dinh s5: 179/QD-SNN ngay25/4/20161a: 12.093.490.000 d6ng.~

4

- Gia goi thau di~u chinh, b6 sung Iftn 02 tai Quyet dinh s6: 80IQU-SNN ngay24/3/2017 la: 12.199.126.000 dang.

- Gia tri du toan di~u chinh tang Iftn nay la: 1.843.756.000 dAng.+ Tang do b6 sung nha quan ly: 1.705.464.000 dang+ Tang do b6 sung gia c6 ranh thoat mroc (tuyen dirong): 138.292.000 dang

Dir toan goi thftu sau di~u chinh khong vuot gia goi thftu da duoc phe duyet taiQuyet dinh s6 4211QD-SNN ngay 18/9/2015 la: 17.601.005.639 dAng.

8. NQi dung di~u chinh hop dAng g6i th§u s6: QT/LN/W04/20158.1. Di€u chlnh h(W dang s6: QTILNIW0412015 (ky ngay 101312016)- PhV luc di~u chinh Iftn 01 ky ngay 28/4/2016.- Phu luc di~u chinh I~n 02 ky ngay 28/3/2017.- Lftn di~u chinh: Lftn 03.8.2. ou« chinh pham vi ding vi?c:Ngoai khoi hrong xay I~p duoc ky tai hop dong s6: QTILN/W04/2015 Nang c~p

d~p phv 1,2; tran xa Iii; dUOng quan Iy s6 3, h~ th6ng La Nga (aa baDg6m chi phi baDhiim cong trinh) ky ngay 28/4/2016 va PhvIvc hqp d6ng di~u chinh I~n 01 da ky ngay28/4/2016; Phv Ivc hqp d6ng di~u chinh Iftn 02 da ky ngay 28/3/2017, Nha th~u phaithvc hi~n phftn cong vi~c xay d\l'llg t~i m\lc 7, f)i~u 1 n6i tren.

8.3. Dun vi thlj"Chi?n:Giao kh6i Iuqng xay I~p di~u chinh, b6 sung n6i tren cho nha thftu thvc hi~n g6i

th~u s6 QTILN/W04/2015: Nang c~p d~p phv 1,2; tran xa lU; dUOng quan Iy s6 3, H~th6ng La Nga (da bao g6rn chi phi bao hi~m cong trinh) Ia Cong ty C6 ph~n Thanh An

8.4. Giti h(f]Jdang sau khi di€u chinh: 13.929.749.000 dang (Btmg chi(: Muaiba tj, chin tdim hai muai chin tri¢u, bay tram b6n muai chin ngim tl6ng chfm./.)

Trong d6:- Gia hqp d6ng da ky ngay 10/3/2016Ia: 14.925.495.000 dAng.- Gia hqp d6ng di~u chinh Iftn 1 ngay 28/4/2016 Ia: 12.093.490.000 dang.- Gia hqp d6ng di~u chinh Iftn 2 ngay 28/3/2017 Iii: 12.199.126.000 dang.- Gia tri xin di~u chinh tang I~n nay Ia: + 1.730.623.000 dang.+ Tang do b6 sung nha quan ly d~u rn5i La Nga: + 1.606.267.000 dang.+ Tang do b6 sung ranh thmit nu&c dUOngTC+QL s6 3: +138.292.000 dAng.+ Giarn theo K~t Iu~ 36 95/KL- TTr ngay 22/02/2017 clla thanh tra tinh Quang

Tri Ia: -13.936.000 dang.Dun gia h(f]Jdang: u6i vai dan gia da c6 trong hqp d6ng thl ap dl:mg dan gia

hqp d6ng, d6i vai dan gia chua c6 trong hqp d6ng thi I~p J~i dan gia mai va thuongthao giarn dan gia 5% theo d~ nght Clla Be>Nong nghi~p va PTNT t~i Van ban s639891BNN-XD ngay 17/5/2017 v~ vi~c b6 sung phftn vi~c xay dvng ca So' h~ tftng cacrno hinh nong nghi~p thong rninh vao cac goi thftu xay I~p HP 2, dv an WB7.

8.5. ThiJ'igian thlj"chi?n h(f]Jdang:Thai gian thvc hi~n hqp d6ng phftn Id16i Im;mg xay I~p di~u chinh, b6 sung hi

theo dung thai h~n hqp d6ng ban d~u clla g6i thftu s6 QTILN/\V04/20 15 da ky ngay10/3/2016.

f)i~u 2. Ban qufm Iy dVan Cai thi~n nong nghi~p co tuai (WB7) tinh Quang Tti~

5

thuc hien chtrc nang, nhiem V1,l duoc giao, t6 chirc thuc hien cac buoc tiep thea cuacong trinh thea quyet dinh phe duyet, dam bao dung thu tuc d~u tu xay dung thea quydinh hien hanh cua Nha mroc va cua Nha tai tro.

Di~u 3. Quyet dinh nay co hieu luc k€ tir ngay ky.Giam d6c Ban quan ly du an Cai thien nang nghiep co tuoi (WB7) tinh Quang

Tri, Truong phong Quan Iy xay dung cong trinh, Truong phong Ke hoach - Tai chinhva cac co quan lien quan chiu trach nhiem thi hanh Quyet dinh nay.l-::;;

Nui nhiin:- Nhir di~u 3;- Giam d6c Sa;- Ph6 Giam d6c H6 Xuan Hoe;-Ban CPO;- Ban QLDA WB7;- Kho bac Nha mroc tinh;- Liru: VT, QLCT ~

6

PHV LVC GIA HQ'P DONG DIEU cHiNH (lin 3) •GOI THAU SO QTILN/W04/2015: NANG cAp DAP PHl,J 1,2; Tl~ANxA LV; DUONG QUAN LY SO 3, HE THONG LA NGA (DA BAOGOM CHI PHi BAo

~_H~.~HIEM CONG TRiNH)mrAN T ' ...tm~h-.l -: ~ lIEN NONG NGHIEP CO TVdI TINH QUANG TRl#. ' .~ ~NNONG NGHIEP co rtror (WB7)Phu luc kerntheo Quyit aA~:W~~ r'~~.N ¥ngayol./-!1212017 cua SirNang nghiep va PTNTtinh Quang rn

SAUDIEUCHiNH

~ \ NONG IJftIIQI a i(JNG GIA TRI THANH TIEN

~~v~DON 'l'Im.G .VI ~QP" DI~U

TiNH DONG CHINHNGAY DQT3

28/0312017

DON GIA Drh..TGGIA'• VI" THEO PL HQP • •SAU DIEU HQP BO SUNG DONG NGAY DIEU CHINHCHiNH DONG D<}T328/0312017

CONG VI:E;CTT

A DUONG THI CONG NGO~I TUYEN 0 0 0

I DUONG 0 0 01 D~p d!t ca, K=0,95 m3 - 63.803 0 0 0

---D!t dao n8n dirong ca2 m3 - 24.401 0 0 0

3 Boc PH d!te2 m3 - 8.201 0 0 04 Dfttdao ranh thoat mroc C3 m3 - 26.834 0 0 05 Dftt dao khuon dtrong e3 m3 - 24.401 0 0 0

6D~p cftpphBida dam m~t dirong m2 - 124.980 0 0 0Dmax=6cm, lap tren day 12cm

7D~p cftpphBi da dam m~t dirong m2 - 111.964 0 0 0Dmax=6cm, lap dinri day 15cm

8 Coc tieu BTeT 0,12xO,12xl,025 (m) CQC - 85.800 0 0 0II CONG TIEU D=150 T~I K1+800 - 0 0 0 01 Be tong m6ng M150 dam Dmax=4cm m3 - 1.758.227 0 0 02 Be tong nrong M150 dam Dmax=4cm m3 - 2.690.413 0 0 0

3 Be tong BpBngcBngM200 dam Dmax=2m m3 - 2.519.099 0 0 0

4 Vai nhua tai sinh m2 - 10.640 0 0 0

5Ong buy due s~nD=150cm, 2 lap thep, m - 5.726.257 0 0 0L=lm

6 Bao tai nlnra dUOng2 lap m2 - 283.171 0 0 07 Dat dao mong e2 m3 - 14.512 0 0 08 DAtd~p giap th6 e2, gk=I,5T/m3 m3 - 158.060 0 0 0

PHAN KENH DAN - 0 0 0 0

KJi:OILUQNG GIA TRJ THANH TIEN,

DONmEOPL DONGIA

IT CONGVItC VIH<;1P DIEU SAUDIEU H<;1P

DONGGIA THEO PL H<;1P DIEUCHiNH SAU :IlIEUDONG CHiNH B6SUNG DONG NGAy

TINH NGAy D<}T3CHiNH DONG 28/03/2017

DQT3 CHiNH

28/03/2017,

1 D~t dip de quai TL C2, gk=I,5T/m3 m3 - 18.841 0 0 0

2 B6e PH de quai TL C2 m3 - 8.201 0 0 0

3 D~t dip de quai HL C2, gk=I,5T/m3 m3 - 18.841 0 0 0

4 B6e PH de quai HL C2 m3 - 8.201 0 0 0

5 eAt c.1aokenh din dong C2 m3 - 24.129 0 0 0

6Ong buy due san D=60em, 2 lop thep, m - 1.240.486 0 0 0L=2m

7 Da tat khan m3 - 753.007 0 0 0

8 e~p tra kenh din dong d~t C2 m3 - 18.841 0 0 0

9 PM de quai C2 m3 - 8.201 0 0 0

10 Bi€n bao cai - 198.810 0 0 0

11 CQtdO-bien bao cai - 297.445 0 0 0

12 Be tong 6p 6ng e6ng M200 dam Dmax=2em m3 - 2.519.099 0 0 0

III03 C6NG TIEU D=60CM T~I KO+180; - 0 0 0 0kO+470va k1+231

1 Be tong m6ng M150 dam Dmax=4em m3 - 1.758.227 0 0 0

2 Be tong nrong M150 dam Dmax=4em m3 - 2.690.413 0 0 0

3 Viti nhua tai sinh m2 - 10.640 0 0 0

4Ong buy due sfut D=60em, 2 lop thep, m - 1.240.486 0 0 0L=2m

5 Bao tai nhua dirong 2 lop m2 - 283.171 0 0 0

6 Be tong 6p 6ng e6ng M200 dam Dmax=2em m3 - 2.519.099 0 0 0

7 D~t dao m6ng C2 m3 - 14.512 0 0 0

8Dip d!t giap the,C2, gk=I,5T/m3 (t~ dung m3 - 34.447 0 0 0d~t dao)

IVGIA co RANH THOAT NUaC T~I - 0 0 0 0CAC VI TRi DUONG NHANH

1 Be tong m6ng M200 dam Dmax=2em m3 - 1.808.370 0 0 0

2 Be tong nrong M200 dam Dmax=2 m3 - 3.722.735 0 0 0

3 BTCT tb dan M200 dam Dmax=2em m3 - 2.589.641 0 0 0

2

KHOILUQNG GIA TRI THANH TIENt

DON THEOPL DON GIATT CONG VI:¢C VI

HQP DlEU SAUDIEU HQPDONG GIA THEOPLHQP DIEucHiNH SAUBIEU

TiNH DONG CHiNH CHiNH DONGBOSUNG DONG NGAY DQT3 CHiNH

NGAY DQT3 28/03/201728/03/2017

4 Vai nhua tai sinh m2 - 10.640 0 0 0

5 TMp DI0 tfun dan kg - 21.547 0 0 0

6 TMp D12 tfun dan kg - 21.547 0 0 0

7Cap phBidAdam m~t duemgDmax=6cm, m2 - 124.980 0 0 0lap tren day 12cm

8cap ph6i dAdam m~t duong Dmax=6cm, m2 - 111.964 0 0 0lap diroi day 15cm

9 Bat dao m6ng C3 m3 - 24.401 0 0 0

10 Bat dip C3 m3 - 26.053 0 0 0

VGIA CO RANH THOAT NU'aC DUONG 0 0 0 0HO CHi MINH

-1 Be tong m6ng M200 dam Dmax=2cm m3 - 1.808.370 0 0 0

2 Be tong nrong M200 dam Dmax=2cm m3 - 3.722.735 0 0 0

3 BTCT tfun dan M200 dam Dmax=2cm m3 - 2.589.641 0 0 0

4 VAi nhua tai sinh m2 - 10.640 0 0 0

5 TMp DI0 kg - 21.547 0 0 0

6 TMp D12 kg - 21.547 0 0 0

7 Bat dao m6ng C3 m3 - 24.401 0 0 0

8 BAtdip C3 m3 - 26.053 0 0 0

B DUONG THI CONG so 3 - 0 1.864.247.203 138.291.992 2.002.539.195

1 Bat dip C3, K=0,95 m3 1.041,10 48.136 50.114.390 0 50.114.390

2 BAtdao khuon duemgC3 m3 746,10 24.401 18.205.586 0 18.205.586

3 Bat dao ranh thoat mroc C3 m3 405,30 26.834 10.875.820 0 10.875.820

4 BAtdao nSn duong C3 m3 1.123,10 24.401 27.404.763 0 27.404.763

5 B6cPH dAtC2 m3 511,10 8.201 4.191.531 0 4.191.531

6Rai tham m~t duong be tong nhua hat trung m2 3.233,44 231.675 749.107.212 0 749.107.212day 5cm

7 cAp ph6i da dam Dmax=25mm day 14cm m3 452,68 593.642 268.729.861 0 268.729.861

8 cAp ph3i dAdam Dmax=37,5mm day 16cm m3 517,35 577.489 298.763.934 0 298.763.934

9 Tuoi nhua dinh bam I,Okg/m2 m2 3.233,44 27.780 89.824.963 0 89.824.963

3

KHOILU<}NG GIA TRI THANH TIEN

DONTHEOPL DONGIA.

.TT CONGVI~C VI

HQI> DIEU SAUDIEU HQI>DONGGIA. THEOPLHQI> DIEUCHiNH SAUDIEU

DONG CHiNH BOSUNG DONG NGAYTiNH NGAY DQT3

CHiNH DONG 28/0312017DQT3 CHiNH

28/03/2017

Chuyin ilnim(1tilutrng nh1!'fl thiinh m(1t - 0 0 0 0ilutrng BTBe tong m6ng M250 dam Dmax4cm m3 79,20 1.847.963 146.358.646 0 146.358.646

Be tong M250, dam Dmax = 4cm 1~duemg m3 48,00 1.847.963 88.702.209 0 88.702.209

Be tong M200, dam Dmax = 2cm mai m3 9,12 1.808.370 16.492.334 0 16.492.334

Be tong 16tM75 san ngang m3 31,50 1.265.441 39.861.392 0 39.861.392

Viii bat nilon m2 60,80 10.640 646.912 0 646.912-

Giay ddu 2 lap m2 6,30 176.627 1.112.750 0 1.112.750

Van khuon thep m2 132,30 46.695 6.177.772 0 6.177.772

Gia cn Tanh thotit nuuc dpc - 0 0 0 0

Be tong tAmlat M200, dam Dmax = 2 m3 9,00 24,96 33,96 1.683.873 15.154.861 42.029.481 57.184.342

V~ chuyen va lat tAm lat tAm 600,00 1.664,00 2.264,00 36.849 22.109.654 61.317.441 83.427.095

Vita xi mang MI00 day lcm m3 1,50 4,16 5,66 1.328.046 1.992.070 5.524.673 7.516.743

Be tong chen M200 Dam Dmax = 2 m3 0,45 1,25 1,70 1.808.370 813.767 2.260.463 3.074.229

Be tong ban day M200 Dam Dmax = 2 m3 3,60 9,98 13,58 1.808.370 6.510.132 18.047.533 24.557.665

Viii bat ni Ion m2 43,50 120,64 164,14 10.640 462.840 1.283.610 1.746.450

Khuon thep duc tAmlat cai 5,00 9,00 14,00 126.761 633.804 1.140.848 1.774.652

Da hoc x€p khan day 25cm m3 - 7,50 7,50 753.007 0 5.647.553 5.647.553

DAtdao c2, Lvc 30m m3 - 46,60 46,60 22.326 0 1.040.392 1.040.392

C T1UNSV"CO - 0 279.288.032 0 279.288.032

1 Be tong m6ng M200 dam Dmax2cm m3 101,45 1.813.661 183.995.908 0 183.995.908

2 Be tong 16tM75 san ngang m3 51,20 1.265.441 64.790.579 0 64.790.579

3 Bao tai nhua dUCmg2 lap m2 26,25 278.415 7.308.394 0 7.308.394

4 DAtdao m6ng C2 m3 135,30 161.132 21.801.160 0 21.801.160

5 DAtdip giap th6 C2 (t~ dung dAtdao) m3 41,00 33.951 1.391.991 0 1.391.991

DDUONG NOI TU DUONG THI CONG 0 90.077.243 0 90.077.243SO 3 DEN DAp PHl) I -

1 Ddt dip C3, K=0,95 m3 30,40 43.228 1.314.131 0 1.314.131

2 DAtdao khuon dUCmgC3 m3 42,20 24.401 1.029.722 0 1.029.722

4

KHOILU<}NG GIA TRI THANH TIEN

BaNTHEOPL BaNGIA

IT C6NGVI~C VIHQP BIEU

SAUBIEU HQPBaNGGIA THEOPLHQP DIEUCHiNH SAUDIEU

DONG CHiNH B6SUNG DONG NGAYTiNH

NGAY DQT3CHINH DONG

28/03/2017DQT3 CHiNH

28/03/2017

3 DAt dao rilnh thoat mroc C3 m3 16,00 26.834 429.344 0 429.344

4 D!t dao nen dU<mgC3 m3 127,50 24.401 3.111.128 0 3.111.128

5 B6cPHd!tC2 m3 19,90 8.201 163.200 0 163.200

6Rai tham m~t dirong be tong nhua hat trung m2 193,18 231.675 44.754.977 0 44.754.977day 5cm

7 C!p ph3i da dam Dmax=25mm day 14cm m3 27,05 593.642 16.058.016 0 16.058.016

8 clip ph6i da darn Dmax=37,5mm day 16cm m3 30,91 577.489 17.850.185 0 17.850.185

9 Tum nhua dinh bam I,Okg/m2 m2 193,18 27.780 5.366.540 0 5.366.540

EDUONG N61 VOl DUONG A RAp XE 0 307.639.214 0 307.639.214UT • -

1 DAtdip C3, K=0,95 m3 42,40 43.228 1.832.867 0 1.832.867

2 DAtdao khuon dirong C3 m3 68,80 24.401 1.678.789 0 1.678.789

3 DAtdao ranh thoat mroc C3 m3 36,00 26.834 966.024 0 966.024

4 DAtdao n~n dirong C3 m3 1.260,60 24.401 30.759.901 0 30.759.901

5 B6cPHdAtC2 m3 32,50 8.201 266.533 0 266.533

6Rai tham m~t dU<mgbe tong nhua hat trung m2 444,30 231.675 102.933.203 0 102.933.203day 5cm

7 cAp ph6i da dam Dmax=25mm day 14cm m3 62,20 593.642 36.924.532 0 36.924.532

8 cAp ph6i da dam Dmax=37,5mm day 16cm m3 71,09 577.489 41.053.693 0 41.053.693

9 Tum nhua dinh bam 1,0kglm2 m2 444,30 27.780 12.342.654 0 12.342.654

RAnh thoat nwe - 0 0 0 0

1 Be tong m6ng M200 dam Dmax=2cm m3 13,26 1.728.490 22.919.777 0 22.919.777

2 Be tong tuong M200 darn Dmax=2cm m3 5,44 3.639.459 19.798.657 0 19.798.657

3 BTCT tAm dan M200 dam Dmax=2cm m3 3,47 2.361.375 8.193.971 0 8.193.971

Be tong xa mfi M200 dam Dmax=2cm m3 7,14 1.728.490 12.341.419 0 12.341.419

4 Viti nhua tlii sinh m2 44,20 10.640 470.288 0 470.288

5 Thep DI0 kg 78,88 21.528 1.698.129 0 1.698.129

6 Thep D12 kg 93,50 21.528 2.012.868 0 2.012.868

5

KHOILU'QNG GIA TRI THANH TIEN .DON THEOPL DONGIA

TT CONG vrtc VIHQP DIEU SAUDIEU HQP

DONGGIA THEOPLHQP DIEUCHiNH SAUDIEUDONG CHiNH BOSUNG DONG NGAY

TiNHNGAY DQT3 CHiNH DONG 28/0312017

DQT3 CHINH

28/03/2017

Thep xa mii D<=10 Kg 448,30 21.528 9.651.002 0 9.651.002

7 DAtdao mong C3 m3 40,46 24.401 987.264 0 987.264

8 DAtdllpC3 m3 31,00 26.053 807.643 0 807.643

F sirA cmrA TRAN xA LU - 0 442.212.745 0 442.212.745

1 No d&khop n6i cii m 38,50 321.362 12.372.437 0 12.372.437

2 D\1cIcy thu~t BT M200 khop n6i m 38,50 259.499 9.990.712 ·0 9.990.712

3 Phut mroc ap luc v~ sinh b€ m~t m2 46,20 13.866 640.609 0 640.609

4Vila xi mang MI00 tao phang day 1em 30,80 63.389 1.952.381 0 1.952.381truce khi dan mang m2

5 Bu long D14, dai 20 em thep khong ri cai 320,00 58.821 18.822.720 0 18.822.720

6 TAmthep khong gi day 10mm kg - 27.677 0 0 0

TAmthep khong gi day 5mm kg 1.060,00 27.677 29.337.620 0 29.337.620

7 TAmcao su day 10mm, rQng70cm m 38,50 460.612 17.733.562 0 17.733.562

8Vila khong co ngot d3 bu (co phu gia Am 5,54 57.832.556 320.392.360 0 320.392.360grout 307) m3

9 Bao Ulinhua dubng 2 lap m2 7,70 278.915 2.147.646 0 2.147.646

10 Dao dAtquanh khop n6i C2 m3 18,15 161.132 2.924.546 0 2.924.546

DAt dllp hoan tra quanh khap ~.C3,11

nO! 18,15 192.369 3.491.497 0 3.491.497K=0,95 m3

12 Thao do da xdy quanh khop n6i m3 4,13 325.647 1.344.922 0 1.344.922

13 Da xay quanh khop n6i vila MI00 m3 4,13 1.323.412 5.465.692 0 5.465.692

14 Quet lap chong thAmAm flexseal 1,5kg/m2 m246,20 47.380 2.188.956 0 2.188.956

15Dan 2 lap mang dan Membrane sa day 30,80 435.295 13.407.086 0 13.407.0861,6mm m2

G D~P PHI) I - 0 3.022.318.793 0 3.022.318.793

1 Da lat khan mai d~p gia e6 TL m3 553,87 819.586 453.944.098 0 453.944.098

2Da xay ranh thoat mroc, chan khay vtraXM m3 166,71 1.336.840 222.864.596 0 222.864.596MIOO

3 Da xdy khung gi~g mai TL, vila M100 m3 90,62 1.336.840 121.144.441 0 121.144.441

4 Da xay chan khay mai TL, vila M100 m3 144,13 1.336.840 192.678.749 0 192.678.749

5 Da xdy vai d~pHL vira M100 m3 57,45 1.336.840 76.801.458 0 76.801.458

6

xnor LU'QNG GIA TRJ THANH TIEN .DON THEOPL DONGIA.

TT CONGVI:E:C VI HQP DIEU SAUDIEU HQP DONGGIA. THEOPLHQP DIEUCHiNH SAUlnEUTiNH DONG CHiNH CHiNH DONG B6SUNG DONG NGAY D<}T3 CHiNH

NGAy D<}T3 28/03/201728/03/2017

6 S6i IQcmai TL m3 - 540.993 0 0 0

7 Cat IQcmai TL m3 463,70 473.Q13 219.336.128 0 219.336.128

8Rai tham m~t dUOngbe tong nhira hat trung m2 1.616,20 231.675 374.433.135 0 374.433.135day 5cm

9 Tum.nhua bam dinh m2 1.616,10 27.782 44.898.490 0 44.898.490

10C~p ph6i da dam loai I Dmax=25cm day m3 226,25 579.540 131.120.925 0 131.120.92514cm

11C~p ph6i da dam loai II Dmax=37,5 ern day m3 258,58 563.387 145.680.610 0 145.680.61016cm

12 Vai nhua tai sinh m2 2.029,55 10.590 21.492.935 0 21.492.935

13 Gi~y ddu chia khe lun m2 146,14 176.627 25.812.270 0 25.812.270

14 Be tong M200 kh6a dinh dam dmax=4cm m3 56,74 1.881.116 106.734.522 0 106.734.522

15 Be tong M200 bo d~p dam dmax=4cm m3 17,40 2.393.530 41.647.422 0 41.647.422

16 Son bo d~p m2 252,59 63.708 16.092.004 0 16.092.004

17 Be tong m6ng M200 dam Dmax=4cm m3 28,14 1.839.388 51.760.378 0 51.760.378

18Xay gach Block d~c viia MI00, m3 17,59 2.263.421 39.813.575 0 39.813.575KT(6xl0x20)cm

19Viia trat m~t trong nrong ranh M100 day m2 117,26 47.593 5.580.755 0 5.580.755lcm

20 Bat m~t d~p C3 m3 160,99 10.677 1.718.890 0 1.718.890

21 B6c phong hoa d~t c~p 2 m3 186,73 22.177 4.141.111 0 4.141.111

22 Oao d~t c~p TL k~t hop dip C3 m3 13,19 280.344 3.697.737 0 3.697.737

23 Oao d~t c~p HL k~t hop dip C3 m3 78,24 280.344 21.934.115 0 21.934.115

24 Bat mai thuong h~ hrud~p C3 m3 1.674,02 10.677 17.873.512 0 17.873.512

25 Dao ranh TN chan d~p C3 m3 479,32 17.124 8.207.876 0 8.207.876

26 Oao d~t ranh thoat mroc mai HL C3 m3 40,12 267.886 10.747.586 0 10.747.586

27 B6c xu 1:9hili v~t li~u d~t C3 m3 196,75 10.677 2.100.700 0 2.100.700

28 Olio chan khay C3 m3 269,43 246.059 66.295.676 0 66.295.676

29 Tr6ng c6 mai ha hru m2 1.349,85 17.048 23.012.243 0 23.012.243

30 O~tmau tr6ng c6 ha hru m3 197,20 137.285 27.072.602 0 27.072.602

31 OAtdttp d~p C3, gk=I,7T/m3 m3 1.179,92 64.146 75.687.148 0 75.687.148

7

KHOILUQNG GIA TRI THANH TIEN .DON THEOPL DONGIA

TT CONG VI"E:C VIH<}P DIEU SAUDIEU H<}P

DONGGIA THEOPLH<}p DIEUCHiNH SAUDIEUDONG CHiNH B6SUNG DONG NGAY

TiNH NGAY DQT3CHiNH DONG

28/03/2017DQT3 CHiNH

28/03/2017

32 Dit dip phong lun e3, gk=I,7T/m3 m3 10,03 64.146 643.384 0 643.384

33 Boc da lat mai TL, L=30m m3 259,34 26.966 6.993.299 0 6.993.299

34 Dam IQc m3 438,00 595.099 260.653.454 0 260.653.454

35 Da xay m~t co B = 4m, vna MI00 m3 45,00 1.336.840 60.157.800 0 60.157.800

Phin lr tran xi Iiiti~pgiapd,p - 0 0 0 0

1Da xdy ranh thoat nuoc, chan khay vtra m3 21,45 1.336.840 28.675.218 0 28.675.218MI00

2 San gat dAte3, thuan dong cira vito tran m3 677,50 10.677 7.233.668 0 7.233.668;( 0 0 0 0Bo sung Lan can -

1BTeT nang nrong xien tran M200 dam m3 9,46 2.218.559 20.987.565 0 20.987.565Dmax=2cm

2 BTeT gifutg tru lan M200 dam Dmax=2cm m3 12,20 1.813.661 22.126.664 0 22.126.664

3BTeT tru lan M200 dam Dmax=2cm due m3 . 0,66 1.577.825 1.041.364 0 1.041.364sin

4Lip d~t tru Ian can duc sin cai 40,00 38.648 1.545.931 0 1.545.931KT(45x20x20)cm

5 6ng thep D80mm day 2,9mm lam Ian can m 80,00 242.113 19.369.061 0 19.369.061

6 Gia cong Ian can kg 228,80 10.095 2.309.738 0 2.309.738

7 Khoan tao 16ciy thep nrong m 109,50 12.676 1.388.032 0 1.388.032

8 ThepeT3 kg 153,45 21.547 3.306.387 0 3.306.387

9 ThepeT5 kg 882,66 21.547 19.018.675 0 19.018.675

10 San tru m2 75,20 63.708 4.790.842 0 4.790.842

11 Danh xom b~ m~t tran m2 55,52 35.432 1.967.191 0 1.967.191

Van khuon thep m2 123,88 46.697 5.784.833 0 5.784.833

H D~P PHV II - 0 6.193.342.127 0 6.193.342.127

I Phin d,p - 0 6.125.995.388 0 6.125.995.388

1 Be tong M200 bo d~p dam dmax=4cm m3 183,38 1.972.241 361.669.555 0 361.669.555

2 Da xay giAngdoc, ngang, vil'aXM M100 m3 299,63 1.327.844 397.861.898 0 397.861.898

3 Da xay vai d~p vtra XM Ml 00 m3 154,04 1.327.844 204.541.090 0 204.541.090

8

KHOI LlrQNG GIA TRJ THANH TIEN

DaN THEOPL DaNGIA.

IT C6NGVI~C VI HQP DIEU SAUDIEU HQP DaNGGIA. THEOPLHQP DIEUCHiNH SAUDIEUDONG CHiNH BOSUNG DONG NGAY

TiNHNGAY DQT3

CHiNH DONG 28/03/2017 DQT3 CHiNH

28/03/2017

4 Da xay chan khay TL d~p vii'aXM M100 m3 308,22 1.327.844 409.268.078 0 409.268.078

Be tong chan khay ha hru, M200, Dmax m3 63,12 1.972.241 124.487.852 0 124.487.852=4cm

5 Da xiiy rfulhthoat mrec, vii'a XM Ml 00 m3 - 1.327.844 0 0 06 Da lat khan Apmai TL day 25cm m3 1.362,57 805.935 1.098.142.853 0 1.098.142.8537 Soi 19C m3 - 551.046 0 0 0

Dam loc m3 1.065,65 582.940 621.210.090 0 621.210.0908 Cat IQc m3 1.107,59 484.899 537.069.283 0 537.069.2839 Viti nhua tai sinh m2 - 10.590 0 0 0

10GiAyddu chen khe hm (bo d~p+ chia 0

m2 - 44.789 0 0 0tr6ng co) --

II Be tong m6ng ranh M200 dam Dmax=4 m3 - 1.879.872 0 0 0

12Xay gach Block d~c vita MI00, m3 - 2.263.062 0 0 0KT(6x10x20)cm

13 Trat nrong trong ranh vii'aM100 day 1em m2 - 47.725 0 0 0

GiAydiu chen khe lun chan khay ha hru d~p m2 6,32 44.789 283.066 0 283.066

14 GiAydiu khe lun bo d~p m2 29,14 44.789 1.305.151 0 1.305.151Riii bat 16tm6ng chan khay ha hru m2 157,80 10.590 1.671.102 0 1.67l.l02

15Rai tham m~t duong be tong nlnra hat trung

m2 3.419,59 231.675 792.233.513 0 792.233.513day 5cm

16 cAp phAida dam loai I Dmax=25 m3 478,74 565.438 270.697.788 0 270.697.78817 cAp phAida dam loai II Dmax=37,5 m3 547,13 549.285 300.530.302 0 300.530.30218 Tircl nhua bam dinh m2 3.419,59 27.788 95.023.567 0 95.023.56719 OAtmau tr6ng co ha hru m3 100,52 135.285 13.598.848 0 13.598.848

dao m6ng chan khay ha hru d~p C3, m3 123,23 263.512 32.472.634 0 32.472.634L=700m

20 Dao m6ng dfrtC3 m3 1.470,35 35.750 52.565.013 0 52.565.01321 B6c phong hoa dfrtcAp1 m3 1.647,83 22.245 36.655.978 0 36.655.978

9

KHOILU<}NG GIA TRI THANH TlEN

DONTHEOPL DON GIA

.TT C6NGVI~C VI

H<}P DIEU SAUDIEU H<}PDONG GIA THEOPLH<}p DIEUCHiNH SAUDIEU

DONG CHiNH BOSUNG DONG NGAYTiNH NGAY DQT3

CHiNH DONG 28/0312017 DQT3 CHiNH

28/03/2017

22 Dao gi~t cdp k~t hQPdip C3 m3 869,64 280.344 243.798.356 0 243.798.356Ddt dip chan khay ha hru d~p, C3, Lvc = m3 48,66 43.077 2.096.127 0 2.096.127700mDdt dip C3,$ dung ddt dao m3 1.115,51 43.077 48.052.824 0 48.052.824

23 Ddt dip C3, gk=I,7T/m3 m3 9.421,85 43.077 405.865.032 0 405.865.032

24 Ddt dip phong lun C3, gk=I,7T/m3 m3 20,04 43.077 863.263 0 863.263

25 B6c xu Iy n€n ddt cdp 3 m3 1.130,62 27.656 31.268.427 0 31.268.427

26 Viti nhira tai sinh m2 462,11 10.590 4.893.745 0 4.893.745

27 San bo d~p m2 325,44 63.708 20.733.132 0 20.733.132

28 Trong co mai ha hru m3 1.005,21 17.048 17.136.820 0 17.136.82029 Dao ranh chia 0 C3 m3 - 267.886 0 0 0II Duimg thi cong Dqibq HL dip - 0 67.346.739 0 67.346.7391 B6cPHddtC3 m3 138,14 27.656 3.820.400 0 3.820.4002 Dip ddt m~t dirong C3, gk=I,7T/m3 m3 - 66.707 0 0 03 Dip ddt nan dirong C3, gk=I,7T/m3 m3 - 66.707 0 0 0

Dao nan dUOngthi cong C3 m3 969,43 24.401 23.655.061 0 23.655.061Dip ddt nan dirong C3, gk=I,7T/m3, K=0,9 m3 248,52 60.904 15.135.926 0 15.135.926(t~ dung ddt dao)Dao d~t cdp ddt k~t hop dip C3,L=30m m3 87,39 283.046 24.735.352 0 24.735.352

III C6ng tieu D50 - 0 0 0 0I Be tong M150 m6ng dam Omax=4 m3 - 1.918.496 0 0 02 Be tong nrong M150 dam Omax=4cm m3 - 2.796.462 0 0 03 Be tong 6p M150 dam Omax=2cm m3 - 2.611.207 0 0 04 Viti nhua tai sinh m2 - 10.590 0 0 05 Ong buy 0=50, L=4m m - 998.184 0 0 06 Bao titi nhua direng 2 lop m2 - 293.849 0 0 07 Ddt dao m6ng C2 m3 - 22.326 0 0 08 Ddt dip C2 (t~n dung) m3 - 34.285 0 0 0

K BO SUNG NHA QUAN LYV~ HANH 0 1.606.267.000 1.606.267.000DAu MOl LA NGA

I PHA.NxAY Dl/NG - 0 900.522.997 900.522.997

10

KH()I urC}NG GIA TRI THANH TIEN .DON THEOPL DONGIA

TT CONG VI:E;C VIHQP DIEU SAUDIEU HQP

DONGGIA THEOPLHQP DIEUCHINH SAUDIEUDONG CHiNH BOSUNG DONG NGAY

TiNHNGAY DQT3

CHiNH DONG 28/0312017 DQ1'3 CHiNH

28/03/2017

Dao mong cong trinh, chieu rQngmong <=6 - 1,67 1,67 2.991.272 - 5.004.398 5.004.398, , ~1 m, bang may dao <=0,8 m3, dat cap III 100m3Dao mong bang, rQng<=3 m, sau <=1m, - 7,93 7,93 251.821 - l.997.192 1.997.192

2 dAtcApIII m33 D~p cat n~n mong cong trinh m3 - 38,14 38,14 361.008 - 13.767.401 13.767.401

Van khuon cho be tong d6 tai ch6, van - 0,39 0,39 12.240.386 - 4.810.472 4.810.4724 khuon g6, lot mong, mong 100m2

5 Be tong 16tm6ng da 40x60, vfraXM mac 75 m3 - 7,02 7,02 308.995 - 2.l69.145 2.169.145

Be tong san xu!t bang may trQn- d6 bingthu cong, betong m6ng, da 2x4, chien rQng - 14,83 14,83 1.594.433 - 23.648.630 23.648.630

6 <=250 em, mac 250 m3Van khuon cho be tong d6 tai ch6, van - 1,57 1,57 13.727.125 - 2l.606.495 21.606.495

7 khuon g6, c6 cQt,cQtvuong, chtr nh~t 100m2

Be tong san xu!t bfutgmay trQn- d6 bfutgthu cong, be tong c6 cQt,da 1x2, ti8t dien - 4,58 4,58 2.415.427 - 11.052.994 11.052.994

8 cQt<=0,1 m2, cao <=4 m, mac 250 m3Be tong san xu!t bang may trQn- d6 bangthu cong, be tong cQt,da 1x2, ti~t dien cQt - 5,34 5,34 2.533.565 - 13.531.771 13.531.771

9 <=0,1 m2, cao <=16 m, mac 250 m3Xay nrong blo 12x20x30, nrong day <=30 - 14,81 14,81 927.406 - 13.730.246 13.730.246

10 cm, vtra XM mac 75 m3Van khuon cho be tong d6 tai ch6, van - 0,84 0,84 16.384.420 - 13.812.066 13.812.066

11 khuon g6, van khu6n gifutgm6ng 100m2Be tong san xu!t bfutgmay trQn- d6 bfutgthu cong, be tong xa dfun, gifutgmong, da - 7,58 7,58 2.170.152 - 16.443.242 16.443.242

12 1x2,mac 250 m3

13D~p dAtnen m6ng va san d!t thira dao m6ng 100m3 - 1,75 1,75 2.734.892 - 4.791.531 4.791.531

14 Be tong nen s\lDngang, vUaXM mac 75 m3 - 15,65 15,65 316.685 - 4.957.070 4.957.070

11

KH(n LU<}NG GIA TRJ THANH TIEN

DONTHEOPL DON GIA

TT C6NGVI~C VIH<}P DIEU SAUDIEU H<}P

DONG GIA THEOPLH<}p DIEUCHiNH SAUDIEUTiNH DONG CHiNH CHiNH DONG

B6SUNG DONG NGAY DQT3 CHiNHNGAY DQT3 28/03/2017

28/03/2017

Van khuon eho be tong db tai eh6, van - 1,94 1,94 16.384.420 31.736.622 31.736.62215 khuon g6, van khuon xa dAm,gifutg 100m2 -

Be tong san xu!t bang may trQn- db b~ngthu cong, be tong xa dAm,gifutgnha, da 1x2, - 13,05 13,05 2.170.152 - 28.324.824 28.324.824

16 mac 250 m3Van khuon eho be tong db tai eh6, van - 1,84 1,84 12.950.183 - 23.828.337 23.828.337

17 khuon g6, van khuon san mai 100m2

Be tong san xu!t bfutgmay trQn- db bfutg - 18,40 18,40 1.909.054 35.126.594 35.126.594thu cong, be tong san mai, da lx2, mac 250

-18 m3

Van khuon eho be tong db tai eh6, vankhuon g6, van khuon lanh to, lanh to li~n - 0,26 0,26 13.314.601 - 3.488.425 3.488.425

19 mai h~t, mang mroc, tam dan 100m2

Be tong san xuat bang may trQn- db bfutgthu cong, be tong lanh to.lanh to li~nmai - 0,96 0,96 2.201.321 - 2.102.262 2.102.262

20h~t,mang mr6'e,tAmdan..., da lx2, mac 250 m3Xay gach 6ng khong nung 95x95x200, xaynrong thang, chieu day <=30 em, eao <=16 - 4,08 4,08 1.312.197 - 5.357.700 5.357.700

21m, vtra Xlvlmac 75 m3Xay nrong bfutggach khong nung r6ng 6 1695x140x200, chieu day> 10 em, eao <=4 m, - 37,28 37,28 1.140.629 - 42.524.930 42.524.930

22 viiaXMmae75 m3Xay gach d~e khong nung 60x95x200, xaynrong thing, chieu day <=30 em, eao <=4 - 0,81 0,81 1.964.793 - 1.595.412 1.595.412

23m, viia XM mac 75 m3Xay gach d~e khong nung 60x95x200, xaynrong thing, chisu day <=30 em, eao <=4 - 0,24 0,24 1.964.793 - 467.621 467.621

24m, viia XM mac 75 m3Xay gach d~e khong nung 60x95x200, xay 0,63 0,63 1.846.529 1.154.081 1.154.081

25 b~, viiaXM mac 75 m3 - -

12

KHOILUc;1NG GIA TRJ THANH TIEN .DON THEOPL DONGIA.

IT C6NGVI~C VJHC}P DIEU SAUDIEU HC}P

DONGGIA. THEOPLHc}p DIEUCHiNH SAUDIEUDONG CHiNH BOSUNG DONG NGAY

TiNHNGAY DQT3

CHiNH DONG28/03/2017

DQT3 CHiNH

28/0312017

L~p d~t 6ng thoat nuoc tran, 6ng thong dfun - 0,04 0,04 1.188.826 - 42.798 42.79861 TNTP d32, day 2,61y 100m62 Dai giu 6ng thoat ruroc cai - 16,00 16,00 9.777 - 156.432 156.432

Cong tac san xuAtI~pdung c6t thep be tongtai ch6, c6t thep m6ng, dmmg kinh <=10 - 0,39 0,39 20.599.167 - 8.013.076 8.013.076

63 mm t~nCong tac san xuAtI~pdung c6t thep be tongtai ch6, c6t thep m6ng, duong kinh <=18 - 0,42 0,42 20.693.328 - 8.670.504 8.670.504

64 mm t~nCong tac san xuAtI~pdung c6t thep be tongtai ch6, c6t thep cQt,tru, duong kinh <=10 - 0,12 0,12 21.491.037 - 2.492.960 2.492.960

65 mm, cQt,tru cao <=16m t~nCong tac san xuftt I~pdung c6t thep be tongtai ch6, c6t thep cQt,tru, dmmg kinh <=18 - 0,58 0,58 21.150.356 - 12.246.056 12.246.056

66 mm, cQt,tru cao <=16m t~nCong tac san xuAtI~pdung c6t thep be tongtai ch6, c6t thep xa dfun, gi~ng, duimg kinh - 0,58 0,58 21.781.090 - 12.654.813 12.654.813

67 <=10 mm, <'t dQcao <=16 m t~nCong tac san xuAtl~p d\ll1gc6t th6p be tongt~i ch6, cMth6p xa d~m, gi~ng, duimg kinh - 2,34 2,34 21.185.715 - 49.616.945 49.616.945

68 <=18 mm, <'t dQcao <=16 m t~nCong tac san xuAtl~p dgng c6t th6p be tongt~i ch6, c6t th6p san mai, cao <=16 m, - 1,55 1,55 21.334.008 - 33.153.048 33.153.048

69 duimg kinh <=10 mm t~nCong tac san xuAtI~pdgng c6t thep be tongt~i ch6, c6t thep lanh to lien mai h~t, mling - 0,13 0,13 23.007.729 - 2.967.997 2.967.997nuac, tAmdan, duemgkinh <=10 mm, cao

70 <=16m t~nGia cong l~pd\ll1gkhung ngo~i thep - 167,52 167,52 126.452 - 21.183.239 21.183.239

71 V50x50x51ysan tinh di~n mGia cong l~p d\ll1gkhung ngo~i th6p hQpm~ - 38,01 38,01 68.484 - 2.603.077 2.603.077

72 kern 40x40xl,41y san tinh di~n m

15

KHOI Llf<;1NG GIA TRJ THANH TIEN

DONTHEOPL DONGIA

TT CONG vrtc VI HQP DIEU SAUDIEU HQPDONGGIA THEOPLHQP DIEUCHiNH SAUDIEU

DONG CHiNH BOSUNG DONG NGAYTiNH NGAY D<}T3 CHiNS DONG

28/0312017D<}T3 CHiNH

28/03/2017

Xay gach d~c khong nung 60x95x200, xayb6n hoa, chieu day <= 30cm, viTaXM mac - 0,77 0,77 1.809.080 - 1.387.564 1.387.564

26 50 m3Xay gach d~c khong nung 60x95x200, xaytirong thing, chieu day <=I0 em, cao <=4 - 0,10 0,10 2.022.385 - 202.239 202.239

27 m, vita XM mac 50 m3

Xay gach d~c khong nung 60x95x200, xay - 0,23 0,23 2.456.175 - 557.552 557.55228

c{)t,tru chieu cao <=16 m, vita XM mac 75m3

Xay nrong b~ng gach kh6ng nung r6ng 6 16--

95xI40x200, chieu day>10 em, cao <=4 m, - 0,34 0,34 1.072.620 - 359.328 359.32829 vita XM mac 50 m3

Xay nrong bang gach kh6ng nung r6ng 6 1695xI40x200, chieu day> 10 cm, cao <=16 - 8,56 8,56 1.106.035 - 9.464.341 9.464.341

30 m, vila XM mac 50 m3Trat nrong ngoai, day 1,5 em, vita XM mac - 157,67 157,67 73.909 - 11.653.306 11.653.306

31 50 m2Trat nrong trong, day 1,5 cm, vita XM mac - 445,54 445,54 59.502 26.510.521 26.510.521

32 50 m2 -Trat nrong thu h6i, day 1,5 em, vita XM - 100,73 100,73 59.502 5.993.458 5.993.458

33 mac 50 m2 -Trat tru c{)t,lam dung, cfruthang, day 1,5 - 55,62 55,62 136.879 7.612.936 7.612.936

34 em, vita XM mac 50 m2-

35 Trat xa dfun, vita XM mac 75 m2 - 156,12 156,12 98.582 - 15.390.523 15.390.523Trat trfut, vita XM mac 75 (co treo h6 xi - 184,00 184,00 134.543 24.755.912 24.755.912

36 mang) m2 -Trat lanh to, lam ngang, vita XM cat min 26,20 26,20 70.420 1.845.004 1.845.004

37 mac 50 m2 - -38 Ke chi gia gach m2 - 23,52 23,52 43.840 - 1.031.117 1.031.11739 Lat n~n, san bkg gach 400x400mm m2 - 163,55 163,55 278.829 - 45.601.925 45.601.925

Lat n~n v~ sinh bkg gach chong tnrot - 5,00 5,00 182.614 912.705 912.70540 250x250mm m2 -

13

KHOILUQNG GIA TRI THANH TIEN

DONTHEOPL DONGIA.

TT CONGVI¥C VIH<}P tnEU SAUDIEU H<}P

DONG GIA. THEOPLH<}p DIEUCHiNH SAUDIEUDONG CHiNH B6SUNG DONG NGAY

TiNHNGAY D<}T3

CHiNH DONG28/03/2017

DC}T3 CHiNH

28/03/2017

Cong tac ap gach vao nrong, tru, cQt,gach - 27,87 27,87 279.679 - 7.794.654 7.794.65441 250x400mm m2

Cong tac ap gach phong b€p, gach 400x400 - 6,97 6,97 448.386 - 3.123.905 3.123.90542 mm m243 Mai granite b~c dp m2 - 10,81 10,81 736.907 - 7.968.175 7.968.175

San chang thfun nrong ngoai nha khong bit - 229,51 229,51 102.620 - 23.551.906 23.551.906

44b~ng san Kova, 1mroc 16t,2 mroc phil m2

San dfun, tran, cQt,nrong trong nha khong - 729,06 729,06 66.134 - 48.215.390 48.215.390

45ba bang san Kova, 1mroc 16t,2 mroc phu m2

46 Lang se no mai, day 2,0 em, vtraXM 75 m2 - 91,04 91,04 54.413 - 4.953.760 4.953.760

Quet dd KOVA CT11A +xi mang chAng - 91,04 91,04 24.615 - 2.240.950 2.240.95047 thdm se no m248 San xu!t xa g6, thanh keo thep rna kern t~n - 0,88 0,88 32.878.471 - 28.998.811 28.998.811

49 Thep hQprna kern san xudt Ian can kg - 97,73 97,73 31.779 - 3.105.793 3.105.793

50V~t li~u phu va nhan cong san xuAtIan can T~n - 0,10 0,10 3.103.804 - 304.173 304.173

51 San sit thep cac loai 3 mroc m2 - 72,05 72,05 47.402 - 3.415.077 3.415.077

52 Lip dung xa g6 thep, thanh keo t~n - 0,88 0,88 2.519.769 - 2.222.436 2.222.436

53 Lip dung Ian can s~t m2 - 3,89 3,89 140.857 - 547.652 547.652

54 Lop mai ton Zacs day 0,411y 100m2 - 1,80 1,80 22.375.301 - 40.275.542 40.275.542

Ton trang khong ri up n6c, hop thuy day - 24,98 24,98 239.866 - 5.991.373 5.991.37355 1,00y m256 ke chang bao Scai/l m cai - 435,00 435,00 3.056 - 1.329.360 1.329.360

57 cau chan rae INOX 0=90 san xu!t sfut cai - 4,00 4,00 67.224 - 268.896 268.896

58 Lip d~tm~t bich cai - 4,00 4,00 31.779 - 127.116 127.116

59 Lip d~t con thu nllOC0100, TNTP cai - 4,00 4,00 25.210 - 100.840 100.840

Lip d~t ang thoat nllOCTNTP d90, day - 0,16 0,16 2.698.294 - 431.727 431.72760 3,51y 100m

14

KHOILlfQNG GIA TRJ THANH TIEN .DON THEOPL DONGIA.

HQP DIEU SAUDIEU HQP DONGGIA. THEOPLHQP DIEUCHiNH SAUDIEUTT CONGVl¢C vr D6NG CHiNH B6SUNG D6NG NGAYTINH CHiNH 1>6NG D<}T3 CHiNH

NGAY DQT3 28/03/201728/03/2017

San xuftt, lip dung cira khung thep rna kern - 23,04 23,04 1.100.022 - 25.342.307 25.342.30773 30x60xl,4mm san tinh di~n m2

San xuftt, lip dung cira khung thep rna kern - 1,18 1,18 1.038.911 - 1.227.993 1.227.99374 30x30xl,emm san tinh di~n m2

San xuftt, lip dung cira khung thep rna kern - 16,56 16,56 1.161.135 - 19.222.590 19.222.59075 40x80xl,4mm san tinh di~n m276 Gia cong+Lip dung hoa sit cira m2 - 29,23 29,23 280.126 - 8.188.083 8.188.08377 Son sit thep cac loai 3 mrcc m2 - 14,62 14,62 47.402 - 692.780 0 692.780

- --2.016.71878 Lip kh6a dftmtron Vi~t Ti~p b<) - 11,00 11,00 183.338 - 2.016.718

79 Lip m6c gi6 cira, ch6t cua b<) - 37,00 37,00 12.783 - 472.971 472.971Lip dung dan giao thep thi cong, dan giao - 1,51 1,51 1.284.043 - 1.936.337 1.936.337

80 trong, chi6u cao cao chuan 3,6m 100m2Lip dung dan giao thep thi cong, gian giao - 2,94 2,94 1.862.252 - 5.469.434 5.469.434

81 ngoai, chieu cao <-16 m 100m2Dao m6ng bang, rQng<=3 m, sau <=1 m, - 0,14 0,14 251.821 - 36.262 36.262, ~ m382 dat cap IIIBe tong 16tm6ng san ngang, vtta XM mac - 0,14 0,14 275.519 - 39.675 39.675

83 50 m3Van khuon cho be tong d6 tai ch6, van - 0,00 0,00 8.615.085 - 34.460 34.460

84 khuon g6, van khuon m6ng dai, b~may 100m2

Be tong san xu!t bang may trQn- d6 b~ng - 0,14 0,14 1.363.899 - 196.401 196.40185

thu cong, be tong n6n, da 1x2, mac 150 m3Xay g~ch6ng khong nung 95x95x200, xay

1.255.210 517.147 517.147nrong th~ng, chieu day <=30 cm, cao <=4 - 0,41 0,41 -86m, vii"aXM mac 50 m3

San xu!t, lip dung, thao dO' van khuon be22.739 22.739tong due sAn,van khuon g6, van khuon nip - 0,00 0,00 5.684.693 -

87 dan 100m2San xuftt, lip d~t c6t thep be tong duc sAn, - 0,00 0,00 21.878.946 - 87.516 87.516

88 c6t tMp tim dan tan

16

KHOILUQNG GIA TRI THANH TIEN

DONmEOPL DONGIA

TT CONG VI:E;C VIH<}P DIEU SAUDIEU H<}p DONG GIA THEOPLH<}p DIEUCHiNH SAUDIEUDONG CHiNH B6SUNG DONG NGAYTiNHNGAY DQT3 CHiNH DONG

28/03/2017 DC}T3 CHiNH

28/03/2017

San xudt cdu ki~n be tong due sgn, be tong - 0,10 0,10 1.524.558 - 152.456 152.45689 tam dan, da 1x2, mac 150 m3

L~p dung cdu ki~n be tong due s~, I~pcacloai cdu ki~n be tong due s~ b~ng thu cong, - 1,00 1,00 114.674 - 114.674 114.674

90 trong luong <= 250 kg cai91 Trat nrong, day 1,5 em, vUaXM mac 75 m2 - 4,43 4,43 61.825 - 273.885 273.885

Dao mong cong trinh, chisu rQngmong <=6 - 0,17 0,17 2.991.272 - 499.542 499.54292

m, b~ngmay dao <=0,8 m3, ddt cftpIII100m3

Van khuon eho be tong d6 tai eh6, van - 0,02 0,02 8.615.085 - 206.762 206.76293 khuon g6, van khuon day b€ tv hoai 100m2

Be tong san xudt bang may trQn- d6 bangthu cong, betong lot mong, da 4x6, chieu - 0,60 0,60 1.139.113 - 682.329 682.329

94 rQng<=250 em, mac 100 m3

Be tong san xudt bkg may trQn- d6 b~ng - 0,14 0,14 1.411.052 - 198.958 198.95895

thu cong, be tong n€n, da 4x6, mac 200m3

Be tong san xudt bkg may trQn- d6 b~ng - 0,60 0,60 1.539.252 922.012 922.012thu cong, be tong day b€, da 1x2, mac 200

-96 m3

Xay nrong blo 12x20x30, nrong day <=30 - 3,01 3,01 927.406 2.787.782 2.787.78297 em, vUaXM mac 75 m3 -

Van khuon eho be tong db tai eh6, van - 0,03 0,03 16.384.420 557.070 557.07098 khuon g6, van khuon xa dfun, gikg b8 100m2 -

Be tong san xuAtbkg may tr{ln- d6 b~ngthu cong, be tong xa dfun, gikg b8, da lx2, - 0,21 0,21 2.070.585 - 430.682 430.682

99 mac 200 m3San xuAt,I~pd\l'llg,thao dO-van khuon betong due s~, van khuon g6, van khuon n~p - 0,03 0,03 5.684.693 - 142.117 142.117

100 dan 100m2San xudt cdu ki~n be tong due s~, be tong 0,50 0,50 1.696.502 848.251 848.251

101 !fun dan, da 1x2, mac 200 m3 - -

17

KHOILUQNG GIA TRI THANH TIEN .DON THEOPL DONGIA

TT C6NGVI~C VI HQP DIEU SAUDIEU HQP DONGGIA mEOPLHQP DIEUCHiNH SAUDIEUDONG CHiNH B6SUNG DONG NGAYTINHNGAY DQT3

CHiNH DONG28/03/2017

DQT3 CHiNH

28/03/2017

Lip dung cAllkien be tong due sfut, I~pcacIoai cAllki~n be tong due s~n bing thu cong, - 1,00 1,00 38.870 - 38.870 38.870

102 trong hreng <= 50 kg caiLip dung cAllkien be tong due sfut, uip cacloai cAukien be tong due sfutbing thu cong, - 6,00 6,00 114.674 - 688.044 688.044

103 trong hrong <= 250 kg caiSan xuAt,lip d~t e6t thep be tong due s~n, - 0,07 0,07 21.878.946 - 1.553.405 1.553.405. ~ t~n104 eot thep tam dan (D<=IO) ------- -------- ----_-- -- __._--_,_ ----_--Cong tac san xuAtlip dung e6t thep be tongtai eh6, e6t thep xa dAm,giang, duong kinh - 0,01 0,01 21.679.672 - 151.758 151.758

105 <=10 mm, a dQeao <=4 m t~nCong tac san xuAtlip dung eM thep be tongtai eh6, e6t thep xa dAm,giang, duong kinh - 0,01 0,01 21.076.117 - 295.066 295.066

106 <=18 mm, a dQeao <=4 m t~nTrat b8 tv hoai, day 1,0 em, vfraXM mae 75 - 16,11 16,11 45.981 - 740.846 740.846

107 (lap 1) m2Trat b8 tv hoai, day 1,0 em, vtra XM mae 75 - 16,11 16,11 45.981 - 740.846 740.846

108 (lap 2) m2Trat b8 tv hoai, day 1,0 em, vila XM mae 75 - 16,11 16,11 45.981 - 740.846 740.846

109 (lap 3) m2Lang n~n san co danh mall, day 3,0 em, vfra - 3,56 3,56 58.085 206.783 206.783

110 XM mae 75 m2 -111 Quet nuoc ximang 2 mroc b8 tu hoai m2 - 19,67 19,67 9.248 - 181.927 181.927

112Lang nip dan, day 2,0 em, vtraXM mae 75 m2 - 5,00 5,00 36.049 - 180.317 180.317

Trat tuong ngoai, day 1,5 em, vtraXM mae - 15,64 15,64 76.232 - 1.192.268 1.192.268113 75 m2114 Dip dAtdao b8 va san dAtdao 100m3 - 0,17 0,17 2.734.892 - 456.727 456.727115 Lam tAngIQeh6 thk bkg s\ln 100m3 - 0,02 0,02 27.768.955 - 555.379 555.379116 Lam tAngIQeh6 thk bkg eat 100m3 - 0,01 0,01 40.361.137 - 403.611 403.611n pHAN DltN, CH6NG SET - - - 50.383.381 50.383.381

1 Lap d~t den 6n9 dai LED 2x1 ,2m-18W-220V b6 - 10,00 10,00 497.708 - 4.977.080 4.977.080

18

KHOILU'QNG GIA TRI THANH TIEN

DON mEOPL DONGIA.CONG vrec

HQP InEU SAUDIEU HQPDONGGIA. THEOPLHQP DIEUCHiNH SAUDIEUIT VI DONG CHINH BOSUNG DONG NGAY

TiNH CHiNH DONG DQT3 CHINHNGAY DQT3 28/03/2017

28/03/2017

2 Lap d~t cac loai den 6ng dal LED 1xO,6mx9W - 5,00 5,00 219.416 - 1.097.080 1.097.080bo

Lap d~t den 16ptran eh6a ban C8U20W-220V - 2,00 2,00 171.550 - 343.100 343.1003 (Duhal SDFB812) bo

Lap d~t qu~t di~n-Qu~t tran 135W-220V - 7,00 7,00 1.170.055 - 8.190.385 8.190.3854 (Panasonic) cai

Lap d~t 6 cam hon hqp dOifron d~t-hai chau - 14,00 14,00 90.151 - 1.262.114 1.262.1145 (Sino) cai

Lap d~t eOngtac 1 nut bam 10A (Tuang dUC1ng - 6,00 6,00 39.871 - 239.226 239.2266 Sino) cai

Lap d~t cOngtac 2 nut bam 10A (Tuang dUC1ng - 4,00 4,00 52.714 - 210.856 210.8567 Sino) cai --

Lap d~t cOngtac 3 nut bam 10A (Tuang duang - 1,00 1,00 66.785 - 66.785 66.7858 Sino) cai9 Lap bQdi~u t6c quat bo - 7,00 7,00 101.092 - 707.644 707.644

10 Bang drnh cuon - 5,00 5,00 4.324 - 21.620 21.620Lap d~t aptomat lo~i 1 pha 2 cl/c, cucmgdQdong - 1,00 1,00 162.697 - 162.697 162.697

11 di~n MCB-2P-20A/18KA(Sino) caiLap d~t aptomat loal 1 pha 1 cl/c, cucmgdQdong - 7,00 7,00 97.406 - 681.842 681.842

12 di~n CB-1P-16A/6KA(Sino) caiUip d~t aptomat loal 1 pha 1 cl/c, cucmgdQdong - 1,00 1,00 89.785 - 89.785 89.785

13 di~n CB-1P-10A/6KA(Sino) cai14 HQpdi~n nhira chua 4 Modul (sino) hop - 4,00 4,00 169.965 - 679.860 679.860

KilOrai cac lo~i day dan, Lap d~t day dan 2 rUQt - 195,00 195,00 16.435 - 3.204.825 3.204.82515

VCMo 2x1,5mm2 (Cadivi ho~c tuang duang) m

Keo rai cac lo~i day dan, Lap d~t day dan 2 ruQt - 80,00 80,00 22.921 - 1.833.680 1.833.68016

VCMo 2x2,5mm2 (Cadivi ho~c tuang duang) mkeo rai day di~n - VCmOM-2x4mm2( CADIVI - 22,00 22,00 34.199 - 752.378 752.378

17 ho~c tuang duang) mkeo rai cap di~n -VCmOM-2x6mm2( CADIVI - 20,00 20,00 47.534 - 950.680 950.680

18 hoactuangduang) m

19

KHOILUQNG GIA TRI THANH TIEN ,

DON THEOPL DONGIATT CONG VI:E;C VI

HQP DIEU SAUDIEU HQP DONGGIA THEOPLHQP DIEUCHiNH SAUDIEUDONG CHiNH B6SUNG DONG NGAY

TiNHNGAY D<}T3

CHiNH DONG28/0312017

DQT3 CHiNH

28/03/2017

19Dinh vft cac IOl,li kg - 1,00 1,00 30.282 - 30.282 30.282

20 Uip d~t hOpdau day hop - 8,00 8,00 68.360 - 546.880 546.880Uip d~t 6ng nhua c(tng Sino dltcmg kfnh =21mm - 131,00 131,00 48.402 - 6.340.662 6.340.662

21 (d~tchlm ) m22 Dao hao d~t day dan set ti~p dat m3 - 10,81 10,81 252.122 - 2.725.691 2.725.691

Gia cong kim thu set CT3 fi18, L=1,Omdau vuot - 4,00 4,00 110.587 - 442.348 442.34823 nhon O,2m kim

Keo rai day dan set d=12mm (ml,l kem nhunq - 45,00 45,00 53.878 - 2.424.510 2.424.51024 n6ng) m -

Keo rai day tiep dat IOl,lid=18mm (ml,l kern nhUng - 36,00 36,00 60.659 - 2.183.724 2.183.72425 n6ng) m

26Chan b~t tMp tron Fi 14 (ml,l kem nhung n6ng) - 8,00 8,00 47.593 - 380.744 380.744

mGia cong va dong coc tiep dat thep goc L63x63x6L=2,5m (ml,l kem nhung nong) - 10,00 10,00 550.524 - 5.505.240 5.505.240

27 coc28 Lap d~t kim thu set IOl,likim dai 1m kim - 4,00 4,00 491.605 - 1.966.420 1.966.420

29 Buloong M12 cai - 4,00 4,00 5.507 - 22.028 22.028

30 TMp d(;lt40x5 m - 1,00 1,00 26.922 - 26.922 26.92231 La chi 40x5 day 3mm m - 0,50 0,50 104.015 - 52.008 52.00832 6ng gam trang tn (Iudn kim thu set) ong - 4,00 4,00 36.711 - 146.844 146.844

33 San Bach Tuy~t 5 kg (san day dan set) h¢p - 1,00 1,00 440.535 - 440.535 440.535

34Lap d~t ong d=21mm TNTP (Iudn day dan set) - 9,00 9,00 22.684 - 204.156 204.156

m35 Lap datdao m3 - 10,81 10,81 136.227 - 1.472.750 1.472.750

III cAp THOATNl16'C - - - 29.520.233 29.520.233Cap mICe - - - - -

1 Lap may bam mIce ebara age O.5M cai - 1,00 1,00 4.040.589 - 4.040.589 4.040.589

2 Lap d~t 6ng nhira PPR n6i bang phltang phap - 0,23 0,23 4.024.183 - 905.441 905.441han, dltcmg kfnh 6n9 d=32mm (TP PN10) 100m

20

ZOO'8Z1 ZOO'8Z1 - 100'179 OO'Z OO'Z - !y:)wwg ~=PueA4uJ>IoUQJlP'oW)oanqu ueAl~P d~l £~

100'179 100'179 - 100'179 00'1 00'1 - !y:)wWO~=PueA4uJ>IoUQJlP'oW)oe.n4uueAl~P d~l ~~

988'~ZI 988'~ZI - £176'Z9 OO'Z OO'Z - !y:) wWO~=PueA4uJ>IoUQJlP'ou9P !QAl~P d~l ~l8Z0'8£ 8Z0'8£ - 8Z0'8£ 00'1 00'1 - !yo (dl) wwO~x9l1~!4U u~4 enqu uco l~P d~l O~8617'6Z 8617'6Z - 8617'6Z 00'1 00'1 - n= (dl) wWOl !~OOUU8J~dd anqu 100l~P d~l 6~8617'6Z 8617'6Z - 8617'6Z 00'1 00'1 - !P (dl) wWOl ddd e.n4UOUOSOU~Wl~P d~l a~

SZO'8£ 8ZO'8£ - 8Z0'8£ 00'1 00'1 - !yo (dl) wwg~ ~dd e.r14UOUOSDU~Wl~P d~l HL90'1 £I L90'1£I - 689'£17 00'£ 00'£ - !yo (dl) wwZ£ ~dd e.n4uDUOSDU~Wl~P d~l 9~- - - 689'£17 - - - !yo (dl) ww~£ ~dd og£~e.n4u100l~P d~l g~

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Z66'L II Z66'L 1I - 8617'6Z 00'17 00'17 - !yo (dl) wwO~ddd 006 enqu 100l~P d~l v~9S0'9L 9~O'9L - 8ZO'8£ OO'Z OO'Z - !yo (dl) wwg~ ~dd 006 e.n4u100l~P d~l £~1OZ'£6£ 10Z'£6£ - 689'£17 00'6 00'6 - !y:) (dl) wwZ£ ~dd 006 e.r14U100l~P d~l ~~966'8~ 966'8~ - 8617'6Z OO'Z OO'Z - n= (dl) wwg ~xOz~dd anqu V11~Pd~l ~~17617'88 17617'88 - 8617'6Z 00'£ 00'£ - !yo (dl) wwOzxOZ~dd snqu V11~Pd~l O~8Z0'8£ 8Z0'8£ - 8Z0'8£ 00'1 00'1 - !y:) (dl) wwg ~x9Z~dd e.n4uV11~Pd~l 69~O'9L 9S0'9L - 8Z0'8£ OO'Z OO'Z - !P (dl) wwOzxg~ ~dd e.n4uv11~Pd~l a176~'£91 176~'£91 - L6L'l8 OO'Z Oo'z

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HNIH3 £.LDGLIOU£O/8l

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NaIl HNVH~ nu VI~ ~N.Ojl'I IOIDI

KHOILUQNG GIA TRJ THANH TIEN

mEOPL DONGIA..

DON DIEU DONGGIA. THEOPLHQPCONGVI$C

HQP SAUDIEU HQP DIEU CHiNH SAU DIEUTT VI DONG CHiNH B6SUNG DONG NGAYTiNH CHiNH DONG DQT3 CHiNH

NGAY DQT3 28/03/201728/03/2017

24 Lap d~t ch~u rita men s(t trang (viglacera · 2,00 2,00 1.175.277 · 2.350.554 2.350.554VTL4+cMn de+v6i VG32) b6

25 Lap d~t guang soi (viglacera VSD G01) di · 2,00 2,00 508.309 · 1.016.618 1.016.61826 Lap d~t ch~u nia bat 2 ngan (San Ha) bo · 1,00 1,00 1.298.871 · 1.298.871 1.298.871

27 Lap d~t b~ chua nuoc bang inox, dung tlch bang · 1,00 1,00 7.109.273 · 7.109.273 7.109.2731,5m3 diThoatnuoc . . - - .·

28Lap 6ng nhira c(tng uPVCDucmg kfnh 6ng · 0,12 0,12 10.744.139 · 1.289.297 1.289.297=110mm (TP Class 2) 100m

29 Lap 6ng nhtra cung uPVCDuong kfnh 6ng · 0,15 0,15 4.846.301 · 702.714 702.714-60mm (TP Class 2) 100m

30Lap 6ng nhua c(tng uPVCDucmg krnh6ng · 0,03 0,03 2.926.860 - 93.660 93.66034mm (TP Class 2) 100m

31 Lap te Y nhua PVC 1350,Duong klnh · 1,00 1,00 251.070 · 251.070 251.070=110x110mm (TP) cai

32 Lap te nhua PVC 900 TP, Duong klnh · 3,00 3,00 251.070 - 753.210 753.210=110x110mm (TP) cai

33 Lap te nhva PVC 900 TP, Ducmg klnh · 4,00 4,00 64.514 · 258.056 258.056-60x60mm (TP) cai

34 Lap d~t cut nhira 1350, ducmgklnh d=11Omm · 2,00 2,00 251.070 · 502.140 502.140I(TP) di

35 Lap d~t cOnnbua uPVC TP, duang krnh - 3,00 3,00 64.514 · 193.542 193.542d=60x32mm (TP) cai

36 Lap d~t cut nhua 900 uPVCTP, ducmgkrnh · 4,00 4,00 251.070 · 1.004.280 1.004.280d=110mm (TP) cai

37 Lap d~t cut nhva 900 uPVCTP, ducmgkrnh · 2,00 2,00 64.514 · 129.028 129.028d=60mm (TP) cai

38 Lap d~t cut nhua 900 uPVC TP, duong krnh · 7,00 7,00 19.510 · 136.570 136.570d=34mm (TP) cai

39 Lap d~t ch~u xrxom (Viglacera ST8 + VI15 tron - 2,00 2,00 2.228.090 - 4.456.180 4.456.180bOho~c tuang duang) b6

40 Lap d~t ph~u thu inox vuOngKT 140x140 cai · 2,00 2,00 84.474 · 168.948 168.948IV SAN BE TONG · . · 109.318.271 109.318.271

22

KHOILUQNG GIA TRI THANH TIEN

DON THEOPL DONGIAH<}P DIEU SAUDIEU H<}P

DONGGIA THEOPLH<}p DIEUCHiNH SAUDIEUTT CONGVltC VI DONG CHiNH B6SUNG DONG NGAVTINH CHiNH DONG D<;1T3 CHiNH

NGAV DQT3 28/031201728/0312017

1Dao b6 via, rQng<=3 m, sau <=1 m, dl1tclip - 9,11 9,11 252.122 - 2.295.571 2.295.571III m3

2Be tong 16tm6ng san ngang, vua XM mac - 1,83 1,83 467.831 - 855.195 855.19550 m3

3Xay gach d~e khong nung 60x95x200, xay - 5,02 5,02 1.816.042 - 9.114.715 9.114.715b6 via, chieu day <= 30em, vfraXM mac 50 m3

4 Trat b6 via, day 1,5 em, vila XM mac 50 m2 - 46,55 46,55 c 59.836 - ,,2.785.366 2.785.366-_ -- --I-

5 B~m be tong san san ngang, vfraXM mac - 18,51 18,51 467.831 - 8.659.552 8.659.55250 m3

6Be tong san xul1tbang may trQn- d6 bAng - 28,80 28,80 1.179.427 - 33.967.498 33.967.498thu cong, be tong nSn, da 4x6, mac 150 m3

7 Be tong san xul1tb~ngmay tr9n - d6 bAng - 12,33 12,33 1.338.010 - 16.497.663 16.497.663thu cong, be tong nSn, da 4x6, mac 200 m3

8Van khuon eho be tong d6 tai eh6, van - 0,16 0,16 24.425.603 - 3.932.522 3.932.522khuon g6, ranh thoat mroc 100m2Cong tac san xdt lip dung e6t thep be tong

20.559.683 1.932.610 1.932.6109 tai eh6, e6t thep ranh mroc, dirong kinh - 0,09 0,09 -<-10 mm t~nBe tong san xul1tbang may trQn- d6 bang

1.662.294 2.734.474 2.734.47410 thu cong, be tong ranh mroc, da 2x4, mac - 1,65 1,65 -200 m3

11Van khuon eho be tong d6 tai eh6, van - 0,03 0,03 13.508.169 - 418.753 418.753khuon g6, van khuon tl1mdan 100m2

12 San xuat, Hipd~t e6t thep tl1mdan t~n - 0,04 0,04 21.918.578 - 767.150 767.1501-

'San xuAtdu ki~n be tong due sfu1,be tong13 - 0,42 0,42 1.725.179 - 724.575 724.575

tAmdan, da lx2' mac 200 m3

14Lang ranh thoat mroc, day 1,0 em, vila XM - 8,40 8,40 39.268 - 329.851 329.85175 m2

23

KHOILUQNG GIA TRI THANH TIEN

BON THEOPL BONGIA.

IT C6NGVI~C VIHqI> BIEU sxu ersu HqI> BONGGIA THEOPLHqI> BIEUCHiNH SAUBIEU

TINH DONG CHiNH CHiNH BONG B6SUNG BONG NGAY BC}T3 CHiNHNGAY BC}T3 28/03/2017

28/03/2017

15LAp dung du kien be tong due s~n bang thu - 14,00 14,00 64.973 - 909.622 909.622cong, trong IUQ11g<= 100 kg cai

17 CAt khe 0 co gian 4mx4m m - 143,61 143,61 14.685 - 2.108.913 2.108.913

18 LAp va san dAt dilO (theo kh6i IUQ11gdilO) m3 - 9,1 I 9,1 I 136.227 - 1.240.347 1.240.347

19Chi phi v~n chuyen theo QD s6 09/20 I I1QD - 1,00 1,00 20.043.894 20.043.894 20.043.894-UBND tinh Quang Tri ngay 18/4/2011 d6ng n

V NHAD~XE - - - - 20.387.917 20.387.917£)130 mong cot, tru, h6 kiem tra, r(>ng<=1 m, S8U

_._--- ---

1 - 2,91 2,91 386.316 - 1.124.566 1.124.566<=1 m, dat cap III m3

2 Be tong lot mong da 4x6, veraXM mac 50 m3 - 0,29 0,29 711.649 - 209.225 209.225

3Van khuOn cho be tOngd6 t<:!icho, van khuOngo, - 0,08 0,08 12.255.018 - 1.004.911 1.004.91 Imong c(>t,mong vuOng, cher nhat 100m2Be tOng san xuat bang may tr(>n- d6 bang thu

4 cOng, betOng mong, da 4x6, chh3Ur(>ng<=250 - 1,44 1,44 971.836 - 1.399.444 1.399.444cm, mac 150 m3

5 Lang n~n nha xe, day 3,0 cm, veraXM mac 100 m2 - 21,00 21,00 49.770 - 1.045.170 1.045.170

6 Lap va san dat dao m3 - 2,91 2,91 136.227 - 396.557 396.557

7 Be tOng san xuat bang may tr(>n• d6 bang thu - 1,92 1,92 962.184 1.847.393 1.847.393cOng, be tong n~n, da 4x6, mac 150 m3 -

8 San xuat xa g6 thep rna kern 30x60x1,21y Uin - 0,05 0,05 32.812.624 - 1.509.381 1.509.3819 6ng thep rna kern fi 65 day 2,9 Iy m - 16,88 16,88 145.622 - 2.458.682 2.458.68210 6ng thep ma kern f 50 day 2,6 Iy m - 18,09 18,09 102.914 - 1.861.714 1.861.71411 6ng thep rna kern fi 32 day 2,3 Iylien ket m - 11,40 11,40 63.266 - 721.232 721.232

12 V~t Ii~uphu va nhan cOng san xuat khung do mai tan - 0,1 I 0,11 8.053.422 - 845.609 845.609

13 San sat thep cac loai 3 mtac m2 - 9,87 9,87 53.093 - 523.869 523.86914 Lap dvng xa go thep tan - 0,05 0,05 2.566.797 - 118.073 118.07315 Lap dvng khung do thep tan - 0,11 0,11 4.344.056 - 456.126 456.12616 LQPmai tOnZacs day 0,41 Iy 100m2 - 0,21 0,21 20.876.693 - 4.384.106 4.384.10617 M(i tOnO,51y m2 - 2,45 2,45 152.963 - 374.759 374.759

24

KHOILU'QNG GIA TRI THANH TIEN

DON THEOPL DONGIA..

TT C6NGVI~C VIHQP DIEU SAUDIEU HQP

DONGGIA. THEOPLHQP DIEucHiNH SAUf>IEUDONG CHiNH B6SUNG DONG NGAY

TiNHNGAY DQT3

CHiNH DONG28/03/2017

D<}T3 CHiNH

28/0312017

18 Ke ch6ng bao 5 cai/m Clii - 35,00 35,00 3.060 - 107.100 107.100VI CONG TlfC1NG RAo - - - 330.920.344 330.920.344

1 Dao m6ng cot, tru, h6 ki~m tra, r¢ng <=1 m, sau - 40,53 40,53 475.778 - 19.282.331 19.282.331>1 m, dat cap III m3

2 Dao m6ng bang, r¢ng <=3 m, sau <=1 m, dat cap - 4,68 4,68 252.122 - 1.180.687 1.180.687III m3

3 Be tOng16tm6ng dMx6, veraXM mac 75 m3 - 3,28 3,28 954.401 - 3.126.618 3.126.618Van khuon cho be tOngdo t9i chO,van khuOngo,

-

4 - 0,31 0,31 12.255.796 - 3.750.274 3.750.274m6ng cot, m6ng vuOng,che nh~t 100m2

f--- .- --- ------ ---- ---Be tOngsan xuat bang may tr¢n - do bang tM

5 cOng, betOngm6ng, da 2x4, chieu r¢ng <=250 - 6,26 6,26 1.363.566 - 8.540.014 8.540.014cm, mac 200 m3Van khuon cho be tOngdo t9i cho, van khuOngo,

--

6 - 2,28 2,28 14.339.601 - 32.708.630 32.708.630cot vuOng, chernh~t 100m2Be tOngsan xuat bang may tr¢n • do bang thu

7 cOng, be tOngcot, da 1x2, Mt di~n c¢t <=0,1 m2, - 13,62 13,62 2.180.078 0 29.697.023 29.697.023cao <=4 m, mac 200 m3

8 Van khuOncho be tOngdo tal cho, van khuOngo,0 1,34 1,34 16.404.747 0 21.916.742 21.916.742

van khuOnxa dam, giang 100m2Be tOngsan xuat bang may tr¢n 0 do bang thu

9 cOng, be tOngxa dam, giang nha, da 1x2, mac 0 7,76 7,76 1.933.393 0 15.005.063 15.005.063200 m3Be tOngsan xuat bang may tr¢n 0 do bang thu

--

10 cOng, betOnggiang bo, da 1x2, mac 100 m30 1,07 1,07 1.442.490 0 1.542.022 1.542.022

Xay g9ch 6ng 410 khOngnung 95x95x200, xay11 tlIang th~ng, chieu day <=10 cm, cao <=4 m, vera 0 22,13 22,13 1.326.742 0 29.356.820 29.356.820

XM mac 50 m3

12 xay g9ch d~c khOngnung 60x95x200, xay cot,0 0,56 0,56 2.372.143 1.335.517 1.335.517

trv chieu cao <=4 m, veraXM mac 75 m30

13 Trat tlIang ngoai, day 1,5 cm, veraXM mac 50 m2- 632,36 632,36 72.148 0 45.623.509 45.623.509

14 Trat t90 ga, day 1,5 cm, veraXM mac 50 m2 0 65,52 65,52 154.148 0 10.099.777 10.099.77715 Trat trv cOt,day 2,0 cm, veraXM mac 75 m2 0 132,52 132,52 154.148 0 20.427.693 20.427.693

25

c

KHOILU(1NG GIA TRJ THANH TIEN

DON THEOPL DONGIA..

TT C6NGVI~C VIHQP DIEU SAUDIEU HQP DONGGIA. THEOPLHQP DIEUCHiNH SAUDIEUDONG CHiNH BOSUNG DONG NGAy

TiNH NGAy DQT3 CHiNH DONG28/03/2017

DQT3 CHiNH

28/03/2017

16 GOngtao san xuat lap dl,(ngcot thep be tOngtal - 0,26 0,26 20.568.467 - 5.409.507 5.409.507cM, cot thep mong, dlfcmg krnh <=10 mm t~nGOngtac san xuat lap dvng cot tMp be tOngt<,li

--

17 cho, cot thep cot, dlfcmg krnh <=10 mm, c(lt, tr~ - 0,97 0,97 21.357.648 - 20.738.276 20.738.276cao <=4 m t~n -c --GOngtac san xuat lap dl,(ngcot tMp be tOngt<,li

18 cha, cot tMp cot, fru, dlfcmg klnh <=18 mm, cot, - 0,03 0,03 21.035.119 - 525.878 525.878nu cao <= 4 m t~n --GOngtac san xuat lap dl)'ng cot thep be tOngtal

19 cho, cot thep xa dam, giang, dlfang kfnh <=10 - 0,42 0,42 21.650.264 - 9.158.062 9.158.062mm, a d(>cao <=4 m tAnGOngtao san xuat lap dl)'ng cot thep be tOngt<,li

20 cha, cot thep xa dam, giang, dlfcmg kfnh <=18 - 0,98 0,98 2.936.599 - 2.889.613 2.889.613mm, a dOcao <=4 m tAn

21 Quet vOi 1mtac trang, 2 nlfac mau ngoai nha m2 - 768,41 768,41 11.957 - 9.187.819 9.187.819

22 Dao bo b6n hoa, r(>ng<=3 m, sau <=1 m, dat cap - 0,35 0,35 252.122 - 89.251 89.251III m3xay g<,lchd~c khOngnung 60x95x200, xay bo

23 b6n hoa, chieu day <=30 cm, cao <=4 m, vO'aXM - 0,64 0,64 1.983.758 - 1.277.540 1.277.540mac 50 m3

24 Trat bo b6n hoa, day 1,5 cm, vO'aXM mac 75 m2 - 4,70 4,70 60.007 - 282.093 282.09325 Tr6ng cay cau d>15cm cay - 4,00 4,00 4.894.832 - 19.579.328 19.579.328

26 Dao mong ray c6ng, r(lng <=3 m, sau <=1 m, dat - 0,55 0,55 252.122 - 137.659 137.659cap III m3Van khuOncho be tOngd6 t<,licha, van khuOngo,

--27 - 0,03 0,03 8.626.008 - 241.528 241.528

van khuOnmong ray c6ng 100m2 --

28 GOngtac san xuat lap dl)'ngcot thep be tOngt<,li - 0,01 0,01 20.643.820 - 185.794 185.794cha, cot tMp mong, dlfang kfnh <=18 mm t~n

29 Be tOngsan xuat bang may tr¢n - d6 bang thu - 0,78 0,78 1.078.814 - 841.475 841.475cOng,betOngmong, da 4x6, mac 150 m3

30 Ray tMp V30x30x51y kg - 41,09 41,09 17.948 - 737.447 737.447

31 ong tMp m(l kem fi 60 day 2,5 Iy san xuat c6ngk~ - 47,70 47,70 28.879 - 1.377.413 1.377.413

26

KHC)JLUQNG GIA TRJ THANH TIEN

THEOPLDONGIA

•DON H<}P DIEU DONGGIA THEOPLH<}pTT CONG vise VJ SAUDIEU H<}P DIEUCHiNH SAUDIEUTINH DONG CHiNH

CHiNH DONGBOSUNG DONG NGAY D<}T3 CHiNH

NGAY D<}T3 28/03/201728/03/2017

3 Bao san dat bangmay dao <=1,25m3, dat cap - 13,86 13,86 1.201.924 16.658.667 16.658.667III 100m3 -

4 San damdat m?t bang bangmay dam 16 tan, dQ - 3,99 3,99 773.804 - 3.084.383 3.084.383ch?t yeu cau K=O,95 100m3

5 V~n chuy~ndat bang 6tOtil d5, phamvi 200m, - 9,87 9,87 1.3) 9.404 - 13.027.795 13.027.795Oto7T, dat cap III 100m3 c

TRANGTHIET B! TRONGNHA-_

IX - - - - 52.250.000 52.250.0001 GiuCmggo soi 1,6m cai - 2,00 2,00 4.275.000 - 8.550.000 8.550.0002 Tu dlfl1gquan ao 3 canh go xoan dao cai - 2,00 2,00 3.610.000 - 7.220.000 7.220.0003 Chanmua dOng(SOngHong) c~i_ - 2,00 2,00 598.500 - 1.197.000 l.l97.000-_4 Man cai - 2,00 2,00 142.500 - 285.000 285.0005 Chi~u cai - 2,00 2,00 114.000 - 228.000 228.0006 Goi cai - 2,00 2,00 142.500 - 285.000 285.0007 Bo 3 noi (Sunhouse) b6 - 1,00 1,00 760.000 - 760.000 760.0008 Noi cam di~n hi (Toshiba) cai - 1,00 1,00 1.805.000 - 1.805.000 1.805.0009 B¢cMn an b6 - 1,00 1,00 85.500 - 85.500 85.50010 Bo Iy uong ruroc (Ocean) b6 - 1,00 1,00 95.000 - 95.000 95.00011 Phfchnuac 3,21it(R9ngBOng) cai - 1,00 1,00 237.500 - 237.500 237.50012 Banan + 6 gh~ (go soi Nga) b6 - 1,00 1,00 5.225.000 - 5.225.000 5.225.00013 Ban lamvi~c + 12 ghe (H6aPhat) b6 - 1,00 1,00 9.937.000 - 9.937.000 9.937.00014 B~pga Rinnai+ bfnhga b6 - 1,00 1,00 2.375.000 - 2.375.000 2.375.00015 Banmay tfnh+ ghe xoay (H6aPhat) bl'? - 1,00 1,00 1.995.000 - 1.995.000 1.995.00016 Ban lamvi~c 0,8x1,2 + 2 ghe (H6aPhat) bo - 1,00 1,00 2.660.000 - 2.660.000 2.660.00017 Tivi SmartSamsung32 inch + dau thu hd bo - 1,00 1,00 9.310.000 - 9.310.000 9.310.000

H GI...\MTRU GIA TRJ THANH TRA, (13.936.000) (13.936.000)KlEMTOAN -

---_ -_Giam trir kSt lu~n thanh tra tai KSt luan s6

1 951KL-TTr ngay 22/02/2017 vS dt giam - ( 13.936.000) (13.936.000)kh6i hrong vai nhtra tai sinh d~pphu I, II

Tang cQng 12.199.126.000 1.730.623.000 13.929.749.000

30

KHOILlfQNG GIA TRJ THANH TIEN

DON THEOPL DONGIA.TT CONG VI~C VI H<}P DIEU SAUDIEU H<}P DONGGIA. THEOPLH<}p DIEUCHiNH SAUDIEU

DONG CHiNH BOSUNG DONG NGAYTiNH

NGAY D<}T3 CHiNH DONG28/03/2017

D<}T3 CHiNH

28/03/2017

34 San xuat. lap dlfTlg.thao dErvan kbuon be tong - 0,oI 0,01 10.634.776 - 148.887 148.887due san. van khuon go. van khuon nap dan 100m2

35 San xuat eau ki~n be tong due san, be tong tam - 0,17 0,17 1.398.450 - 236.338 236.338dan, da 1x2, mac 200 m3Lap dlfTlgcau ki~n'DetOngduc san, lap cac lo~i L

36 cau ki~n be tong duc san bang thu cong, trc;mg - 1,00 1,00 72.406 - 72.406 72.406luqng <= 50 kg diLap dlfTlgcau ki~n be tong duc san, lap cac lo~i

L e

37 cau ki~n be tong due san bang thu eong, trQng - 2,00 2,00 405.278 - 810.556 810.556luqng > 250 kg di

38 San xuat. lap d~t e6t thep tam dan. thep giang - 0,06 0,06 21.375.502 - 1.303.906 1.303.906(0<=10) tcfn

39 Trat thanh be, day 2,0 em, vetaXM mac 75 m2 - 26,64 26,64 66.526 - 1.772.253 1.772.253

40Lang day be c6 danh mau, day 2,0 cm, vetaXM - 3,60 3,60 36.704 - 132.134 132.134mac 75 m2

41 Quet, ngAmnuoc ximang 2 nuoc be m2 - 17,04 17,04 15.535 - 264.716 264.71642 Lang nap dan, day 2,0 cm, vetaXM mac 75 m2 - 2,75 2,75 30.923 - 85.038 85.03843 Lam tang IQch6 tham bang san 100m3 - 0,00 0,00 28.103.617 - 56.207 56.20744 Lam tang IQch6 tham bang cat 100m3 - 0,01 0,01 20.500.160 - 102.501 102.501

45 Lap d~t 6ng nhira PVC, duang klnh 6ng d=50mm - 0,02 0,02 3.218.775 - 67.594 67.594(TP Class 2) 100m

46 Lap d~t 6ng IQCduong kfnh 6ng d=50mm 100m - 0,03 0,03 2.921.856 - 78.890 78.89047 U~pd~t 6ng xa dllang kfnh 6ng d=50mm 100m - 0,01 0,01 3.218.775 - 45.063 45.063

-48 Lap d~t co 900 nhua, dllong kfnh d=50mm di - 4,00 4,00 22.283 - 89.132 89.132-----49 Lap d~t TElnhua, duang kfnh d=50mm di - 2,00 2,00 22.283 - 44.566 44.56650 Lap d~t dau n6i th~ng, dllang kfnh d=50mm di - 1,00 1,00 22.283 - 22.283 22.28351 Lap d~t nut bit nhira, dllang kfnh d=50mm cai - 3,00 3,00 22.283 - 66.849 66.849

VIII SAN NEN - - - 35.377.595 35.377.595

1 E>aob6c phong h6a bang may dao <=1,25 m3 va - 1,50 1,50 802.307 - 1.201.856 1.201.856may ui <=110 CV, dat cap I 100m3

2 V~n chuyen dat phong h6a pham vi 200m, oto 7T 100m3 - 1,50 1,50 937.847 - 1.404.895 1.404.895

29

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KHOIUfQNG GIA TRf THANH TIEN

DaN THEOPL DaN GIA.

IT CONGVI:a::C VI HQP DIEU SAUDIEU HQP DaNG GIA THEO PL Hc;1P DIEUCHiNH SAUf>IEUTiNH DONG CHiNH CHiNH DONG BOSUNG DONG NGAY DQT3 CHiNH

NGAY D<}T3 28/03/201728/03/2017

32 6ng tMp rna kem fi 50 day 2,31ysanxuat cong kg - 54,99 54,99 28.879 - 1.588.114 1.588.114

33 TMp d20 san xuat hoavan cong kg - 136,74 136,74 17.551 - 2.399.924 2.399.92434 Thepd16 san xuat hoavan cong kJ;?; - 33,28 33,28 17.551 - 584.097 584.097

35 V$t Ii~uphu va nhanc6ng sjn xuat cong thep - 0 0,31 0,31 9.413.842 - 2.955.946 2.955.946t~n

36 Banhxe dOcong cai - 8,00 8,00 367.113 - 2.936.904 2.936.90437 Sancong 3 mroc m2 - 18,24 18,24 51.620 - 941.549 941.54938 Lapd~t cong thep t~n - 0,31 0,31 4.544.097 - 1.426.846 1.426.846

----- _,-- -- -_ -------39 Ganbien ten da cam thach cai - 1,00 1,00 1.835.562 - 1.835.562 1.835.562VII GIENGKHOAN - - - 77.585.880 77.585.880

Khoangieng bangmay khoanxoay tl,fhanh1 54CV,£)¢sau khoan <=50m, dllang kfnh1& - 50,00 50,00 415.896 - 20.794.800 20.794.800

khoan < 200mm, dat dll cap I-III m

2 Thf nghi~mxac dinh cac chi tieu hoa Iy cua mau - 2,00 2,00 611.854 - 1.223.708 1.223.708rurocsinh heat mau

3 Maybammtac EbaraOYM 100C4/9/A cai - 1,00 1,00 18.600.361 - 18.600.361 18.600.3614 Lap d~t h¢pdieu khien hop - 2,00 2,00 215.717 - 431.434 431.434

5 Lapd~t aptomat lo~i 1 pha, cllang d¢ dongdi~n - 2,00 2,00 110.260 - 220.520 220.52050A cai

6 T~di~n40Mi cai - 1,00 1,00 42.830 - 42.830 42.8307 Nut bamdieu khien cai - 2,00 2,00 22.695 - 45.390 45.390

8 Lapd~t cac thiet bi do Illang baov~, Lapd~t lo~i - 1,00 1,00 27.439 - 27.439 27.439dong ho V6n ke cai

9 Lapd~t cac thh3tbi do Illang bao v~, Lapd~t lo~i - 1,00 1,00 29.935 - 29.935 29.935dong hoAmpe ke cai

10 --Oaydu m - 60,00 60,00 2.447 - 146.820 146.820

11 Lapd~t cap di~n CW 4x2,5mm2 m - 50,00 50,00 23.431 - 1.171.550 1.171.550

12 Lapd~t 6ng vach thep trang kem,dllang kfnh - 0,35 0,35 29.446.216 10.306.176 10.306.1766ng d=12Smmday 3,0 Iy(tllang dllang HoaPMt) -

100m

27