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VARIATION COSTProject: METRO VUNG TAU

Item : Piling Works (CW02)Contract No. CD/VT/CON-LC/OEC/07/06/10

Contractor OEC JSC

Unit rate: VNĐ

No SI No Date Contents Unit Q'ty Unit Price Amount Excl. VAT Remarks

1 9002B_SI001 Totem piling work

Fabrication and delivery of PHD pile D350 of

Class Am 512 269,500 137,984,000

Pile installtion m 512 96,800 49,561,600

Subtotal 187,545,600

2 9002B_SI002 26/07/2010 Standby Equipment and manpower

Piling rig DAY 64.5 2,500,000 161,250,000

Mobile crane DAY 33.5 2,000,000 67,000,000

Operator DAY 354 120,000 42,480,000


TOTAL VARIATION 458,275,600

Contractor Consultant Project Manager

Tran Phuoc Dong Huynh The Nha




Item : Civil Work (CW03)

Contract No. CD/VT/CON-LC/UNICONS/11/06/10

Contractor Uy Nam Investment Construction JSCUnit rate:

No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.

VAT

1 9002C SI 01 10/12/2010

Variation order to execute WC room for driver and Civil

works

for M&E in WWT tank, other work

Variation order to execute WC room for driver

Soil excavation/ removal for foundation & ground beam m3 10.00 26,300 263,000

Lean concrete M100 for foundation & ground beam m3 1.00 1,034,600 1,034,600

Concrete M300 for foundation & ground beam m3 2.50 1,426,700 3,566,750

Concrete M300 for ground slap (200 thk) m3 3.00 1,426,700 4,280,100

Concrete M250 for columns m3 1.00 1,398,900 1,398,900

Concrete M250 for ceiling and beam m3 2.00 1,398,900 2,797,800

Power trowelling of ground slap and top surface of platform m2 20.00 54,000 1,080,000

Formwork for lean concrete m2 3.00 92,100 276,300

Formwork for foundation, ground beam & ground slab m2 34.00 174,200 5,922,800

Formwork of column, beam & platform m2 20.00 174,200 3,484,000

Reinforcement of foundation & ground beam kg

D<10 70.00 19,100 1,337,000

10=<D<25 300.00 19,200 5,760,000

Reinforcement of ground slab kg

D<10 50.00 19,100 955,000

10=<D<25 600.00 19,200 11,520,000

Reinforcement of column, beam & platform kg

D<10 150.00 19,100 2,865,000

10=<D<25 400.00 19,200 7,680,000






Contractor Uy Nam Investment Construction JSCUnit rate:

Waterproofing for ceiling m2 20.00 495,300 9,906,000

Brickwork - 200mm thk m2 33.00 403,600 13,318,800

Brickwork - 100mm thk m2 9.00 214,500 1,930,500

Internal plastering m2 84.10 62,300 5,239,430

External plastering m2 84.00 71,700 6,022,800

Tiling work - wall finish m2 37.00 312,300 11,555,100

Tiling work - floor finish m2 7.00 394,700 2,762,900

Aluminium doors & window m2 5.84 1,500,000 8,760,000

External painting for driver WC m2 84.00 90,600 7,610,400

External painting for Control room on Sprinkler tank m2 54.60 90,600 4,946,760

External painting for Control room on WWT tank m2 52.14 90,600 4,723,884

Variation order to Civil works for M&E in WWT tank &

other works

Concrete for slope in Mud tank of WWT tank m3 5.00 1,398,900 6,994,500

V50x5 around manhole cover to protect electric manhole from

water m 7.00 171,300 1,199,100

Brickwork - 200mm thk for Balancing tank (sol id brick) m2 2.46 800,000 1,968,000Brickwork - 100mm thk in Sprinkler room m2 3.00 214,500 643,500

Brickwork - 200mm thk under groundbeam of fence m2 4.00 403,600 1,614,400

Internal plastering m2 10.92 62,300 680,316

External plastering m2 8.00 71,700 573,600


2 9002C SI 02 2/10/2010Variation order to execute foundation of deep freezer and

dock leveler

Soil excavation/ removal for dock leveler m3 6.10 26,300 160,430

Soil excavation/ removal for bakery deep freezer m3 3.50 26,300 92,050

Formwork for dock leveler m2 4.40 174,200 766,480

Formwork for bakery deep freezer m2 3.80 174,200 661,960

Reinforcement of dock leveler kg 181.18 19,200 3,478,656






Contractor Uy Nam Investment Construction JSC Unit rate:

Cost for remove temporary workshop (according to request

from Mr. Nha)ls 1.00 20,000,000 20,000,000


TOTAL VARIATION 1,001,374,666



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VNĐ

Concrete only,

M250

solid brick



VNĐ

Concrete only,

M300

Concrete only,

M300

L=80x80x8, incl.

grouting

replace with

H.T.D ex.joint

L=30x30x2.5



VNĐ




Item : External works (CW04)

Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10

Contractor Nguyen Anh Construction Co., LTD


VATRemarks

1. 9002D_SI 01 25/09/2010 Additional temporary fence system by MCC

Temporary fence md 130.000 816,000 106,080,000

Temporary gatehouse unit 1.000 15,000,000 15,000,000

Temporary parie unit 1.000 15,000,000 15,000,000

Sub TOTAL 136,080,000

2 9002D_SI 02 28/09/2010

Variation order to execute Wooden pile for foundational

work of septic tank 2,3,4 with grease trap tank 1,2,

Retaining wall, Drainage cable pits,Sewage caple pits

Wooden pile for foundational work of septic tank 2,3,4 with

grease trap tank 1,2. (25 pile approx. 3,0m per m2)m2 437.240 611,510 267,376,800

Wooden pile for foundational work of drainage manholes (25

pile approx. 3,0m per m2) m2 47.160 611,510 28,838,830

Wooden pile for foundational work of sewage manholes (25

pile approx. 3,0m per m2)m2 47.040 611,510 28,765,448

Wooden pile for foundational work of bikes parking for staff

(25 pile approx. 3,0m per m2)m2 83.160 611,510 50,853,203

Sub TOTAL 375,834,281

3 9002D_SI 03 22/10/2010Back filling by Sand for concrete cover plate area thick

30cm, asphalt cover plate area thick 15cm

Road foundation

Back filling by Sand for asphalt concrete area averate 30cm -

> 0 cmm3 1447.500 200,000 289,500,000








VATRemarks

Back filling by Sand for concrete cover plate area thick 30cm m3 680.700 200,000 136,140,000

Concrete work with formwork of the following

Cable pits (23 pit) concrete stone 10x20 M250 thick

15cm,30cm.m3 4.680 2,160,670 10,111,936

Pile head concrete stone 10x20 M300 thick 30cm. m3 27.264 2,160,670 58,908,507

Pile head concrete stone 10x20 M300 thick 30cm.

Septic tank, ditch B500 concrete stone 10x20 M250 thick

30cm.m3 13.404 2,160,670 28,961,621

Reinforcement of the following

Cable pits (23 pit) concrete stone 10x20 M250 thick

15cm,30cm.kg 374.400 17,530 6,563,232

Septic tank, ditch B500 concrete stone 10x20 M250 thick

30cm.kg 1429.000 17,530 25,050,370

Sub TOTAL 555,235,665

4 9002D_SI 04 28/10/2010Additional IT and electric pipeline system requested by

MCC

Cable pits IT ( 03 pit) m3 24.115 40,648 980,227

Cable pits water ( 01 pit) m3 2.282 40,648 92,738








VATRemarks

Metal ware

Cast iron cover for cable pits IT,water heavy duty psc 4.000 3,057,072 12,228,288

Sub TOTAL 83,353,055

5 9002D_SI 05 2/11/2010 Variation order to execute Drainage Groundlines D1000

Drainage groundlines and Cable pits (10 pit) m3 670.004 40,648 27,234,006

Foundational back fill of the following

Drainage groundlines m3 401.204 29,789 11,951,361

Soil stabilization

Wooden pile for foundational work of drainage manholes (25

pile approx. 3,0m per m2)m2 34.660 611,510 21,194,950

Creating sub-base course at foundation pit of the following

Drainage groundlines m3 3.400 281,971 958,701


Drainage groundlines m3 40.435 2,160,670 87,367,470

Cable pits (10 pit) 4.624


Cable pits (10 pit) kg 2205.000 17,530 38,653,650

Groundlines

RC pipe groundline D1000 as outdoor drainage including

plinthm 193.000 1,800,000 347,400,000








VATRemarks


plinthm 60.000 611,510 36,690,623


plinthm -47.000 448,441 -21,076,725

Embedded steel angle in black steel approx. L50x50x5 m 76.800 85,971 6,602,573

Metal ware

Cast iron cover for drainage manholes, heavy duty, including

manholes at open ditch, in grillage formpsc 2.000 3,057,552 6,115,104

Sub TOTAL 563,091,713

6 9002D_SI 06 5/11/2010 Variation order to execute Signmast Foundation

Signmast foundation m3 73.262 40,648 2,977,973

Foundational back fill by Sand of the following




Pile head cutting pcs 16.000 135,744 2,171,902


Signmast foundation ( lean concrete M350 ) m3 59.775 2,242,205 134,027,131


Signmast foundation kg 2296.300 17,530 40,254,139








VATRemarks

Grout filling at bottom of steel column by Sikagrout GP 5cm

thkm3 4.710 25,800,000 121,518,000

Sub TOTAL 317,489,566

7 9002D_SI 07 15/11/2010 Variation order to execute block brick

The sand well compacted m2 369.270 200,000 73,854,000

cast in site concrete curb m3 2.340 2,160,670 5,055,968

6cm block brick m2 410.300 185,000 75,905,500

Sub TOTAL 154,815,468

8 9002D_SI 08 28/11/2010

Promotion platform, Customer locker platform, flag

poles, signages are to be executed and located by

design notice No 13

Flag poles m3 13.800 40,648 560,942

Septic tank m3 4.480 40,648 182,103

Wooden pile for foundational work of septic tank (25 pile

approx. 3,0m per m2)m2 2.800 611,510 1,712,229


Flag poles m3 4.600 281,971 1,297,067

Septic tank m3 0.280 281,971 78,952


Flag poles at front concrete stone 10x20 M250 m3 10.096 2,160,670 21,814,124

Promotion platform at front (01 platform) concrete stone

10x20 M250m3 3.212 2,160,670 6,940,072








VATRemarks

Road No 51B with gateway m3 227.950 2,242,205 511,110,630


Reinforcement (welded steel mesh D10@150) kg 17839.000 17,530 312,717,670

Asphalt road finishing

Ready mixed asphalt concrete (medium course), THK 7.0cm,

including hot bitumen 1.5kg/m2m2 986.800 234,005 230,915,779

Ready mixed asphalt concrete (fine course), THK 5.0cm

including hot bitumen 1.0kg/m2m2 986.800 176,930 174,594,857

Metal ware

Cast iron cover for cable pits IT,water heavy duty psc 3.000 3,057,072 9,171,216

Sub TOTAL 1,569,221,495






VARIATION COSTProject: METRO VUNG TAUItem : Steelworks and Roffing& Walling (CW05)

Contract No.

Contractor

Unit rate:

No SI No Date Contents Unit Q'ty Unit Price Amount Excl.VAT

1 9001E SI 01 No

2 9001E SI 02 8/6/2010 Variation order to construct load house

Manufacture, Transport and erection Structural steel

plates and Shape Steel kg 2,388.25 21,091 50,371,494

Manufacture, Transport and erection roof sheet m² 12.24 314,506 3,849,553

Manufacture, Transport, erection screwbộ 100.00 1,600 160,000

Total - 03 Units Before Tax 54,381,048

Sub Total 163,143,143

3 9001E SI 03 20/7/2010 Variation order to construct totemSteel structure whole upper structure & platform in hot-

dip galvanised,kg 21,541.36 27,100 583,770,880

Transport and erection kg 21,541.36 2,000 43,082,722



Project: METRO VUNG TAU

Item : Steelworks and Roffing& Walling (CW05)

Contract No.

Contractor

Unit rate:


VATFlashing of wall m 89.32 180,000 16,076,880

Sub Total 642,930,482

4 9001E SI 04 No

5 9001E SI 05 10/9/2010 Variation order to construct garbage house

Manufacture, Transport and erection Structural steel

plates kg 59.59 21,091 1,256,832

Manufacture, Transport, erection screw bộ 114.00 1,600 182,400

Sub Total 1,439,232

6 9001E SI 06 14/9/2010 Variation order to construct frame wall and extendroof steel structure

Manufacture, Transport, erection Anchor bolts M12*30

(M8.8)set 60.00 3,257 195,420

Manufacture, Transport, erection Screws. set 630.64 1,715 1,081,548

Total_ (a) 1,276,968

I./ FRAME WALL + METAL WALL SHEET (AXIS G-H-4-5)

II./ EXTEND ROOF LOAD HOUSE AXIS 6 FROM 2.5m-->3.5m





Contract No.

Contractor

Unit rate:


VATManufacture, Transport, erection steel frame painted in

color shade RAL9003 (Including frame steel + purlin)kg 214.14 21,091 4,516,430

Manufacture, Transport, erection Metal roof sheet m² 5.82 314,506 1,831,683

Manufacture, Transport, erection Flashing for roof m 3.60 144,224 519,206

Manufacture, Transport, erection Screws. set 41.30 1,715 70,823

Total_ (b) 6,938,142

Sub Total 8,215,109

7 9001E SI 07 15/9/2010 Variation order to construct construct trolley house

I./ TROLLEY HOUSE

Manufacture, Transport, erection steel frame and painted

in color shade RAL5002kg 749.01 21,648 16,214,628

Manufacture, Transport, erection Screws. set 235.61 1,715 404,075

Total (I)_ 1 set 16,618,703

Total (I)_ 8 set 132,949,622

Sub Total 357,287,072

8 9001E SI 08 24/9/2010

Manufacture, Transport, erection weathered canvas (20m

x 5m). Pipe lie on top D60*1.4, Pipe bottom D49*1.4Cung cấp vận chuyển lắp đặt bạt che nắng mưa (dài 20m x cao 5m), ống trên D60*1.4, ống dưới D49*1.4

m2 100.00 255,000 25,500,000

Variation order to construct construct weathered canvas





Contract No.

Contractor

Unit rate:


VATSub Total 25,500,000

9 9001E SI 09 27/10/2010

Manufacture, Transport, erection insulating fi lm.

Cung cấp vận chuyển lắp đặt phim cách nhiệt m2 4.75 416,000 1,976,000

Manufacture, Transport, erection emergency door

Cung cấp vận chuyển lắp đặt cửa thoát hiểm từ trục Gqua trục H

m2 2.20 788,000 1,733,600

Sub Total 3,709,600




Variation order to construct construct insulating film and emergency door



VND

Remarks

painted RAL9006,,

Fy=2450kg/cm 2,

120micron thickness.

Zincalume 0.53mm thickness

Việt Nam

galvanized



VND

Remarks

Fy=2450kg/cm2, paint inter 120

micron

Zincalume 0.53mm thickness,

Clean Colorbond XRW 0.7mm

Corroshield

Fy=2450kg/cm2, paint

-

Fy=2450kg/cm2, paint




Item : Aluminum (CW08)Contract No. CD/VT/CON-LC/KNA/29/08/10

Contractor KNA Co., Ltd Unit rate: VN

No SI No Date Contents Unit Q'ty Unit Price Amount Excl. VAT

1 9002H SI 01 23/11/2010 Excute Mon & P rooms and Cafeteria room

Reinforced Steel Frame for the glass wall axis 5-7/A-A1 kg 200 38,000 7,600,000

Reinforced Steel Frame for the Mon & P and cafeteria kg 450 38,000 17,100,000

Aluminum plate to cover wall & steel columns Mon & P and Cafeteria m2 5.25 1,500,000 7,875,000

Sub Total 32,575,000

2 9002H SI 02 19/12/2010 Excute office entrance and decoration room

Installation additionally of door closer for alu door

at office entrance and alu door at decoration roomset 2 1,500,000 3,000,000

Sub Total 3,000,000

3 9002H SI 03 19/12/2010 Excute lock of Bakery department

Replacement of panic lock by lever lock in the Bakery set 1 1,800,000 1,800,000

Sub Total 1,800,000


Consultant Project Manager


Contractor




j

Item : FENCE AND LANDSCAPING (CW10)

Contract No. CD/VT/CON-LC/MISU/24/08/10

Contractor Misu Construction Co., LTD

Unit rate: VNĐ


VATRemarks

1 9002J SI 01 30/10/2010Construct the beams connect the fence

columns

Pour concrete groundbeam

Soild excavation m3 71.50 60,000 4,290,000

Concrete with form work for ground beam grade:

250m3 64.80 2,750,000 178,200,000

Re-inforcement for groundbeam kg 3,591.90 20,000 71,838,000

Back filling of foundation m3 71.50 40,000 2,860,000

Drilling to fix anchor bar hole 1,440.00 19,000 27,360,000

Inject sika dur 731 to fix anchor bar hole 1,440.00 62,000 89,280,000

Brush sika dur 732 connect the existing concret pile 180.00 160,000 28,800,000


2 9002J SI 02 02/12/2010 Full fill the soil along the fence

Soil filling then levelling up to the

requierment levelSoil filling along the fence m3 1,296.00 87,000 112,752,000

Ground leveling m3 1,296.00 15,000 19,440,000


3 9002J SI 03 10/12/2010 Full fill the soil & plant grass along the front fence-

Ground leveling m2 923.00 30,000 27,690,000

Soil full fill m2 923.00 145,000 133,835,000

Trồng cỏ lá gừng m2 923.00 45,000 41,535,000





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Item : Cool Storage (CW13)

Contract No. CD/VT/CON-CL/HUUNGHI/12/06/10

Contractor Huu Nghi Engineering Co.,Ltd


VATRemarks

1 9002M SI 01 15/09/2010Variation 1

Negative Room:

Dimension: 1.85m(W) x 2m(L) x 3.25m(H) -

Panel PU 170mm (include accessories for installation) m2 35 1,437,846 50,324,610

Door pcs 1 23,688,000 23,688,000

Floor insulation, vapour barrier etc… lot 1 2,816,240 2,816,240

Wooden crates + Airfreight

to HCMClot 1 88,477,500 88,477,500

Service fee and transport

to Vung tau sitelot 1 5,400,000 5,400,000

Import tax 10% lot 1 17,105,773 17,105,773

Sub Total 187,812,123

2 9002M SI 02 17/09/2010 Variation 2

Strengthened Glazing as Supplement,

1.200mmx1.100mmsets 4 4,680,000 18,720,000

Strengthened Glazing as Supplement,

1.000mmx1.100mmset 1 4,914,000 4,914,000

Coolroom hinged Door, 900mmx2.100mm set 1 15,580,000 15,580,000

Door Lock set 2 650,000 1,300,000

Door Closer set 2 825,000 1,650,000

Glass partition at Diary sales, 1.000mmx2.700mm m2 11 3,825,000 41,310,000

Labour lot 1 4,000,000 4,000,000

Transportation lot 1 5,000,000 5,000,000

Sub Total 92,474,000




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