fat sinh vt
TRANSCRIPT
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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
Subtotal 270,730,000
TOTAL VARIATION 458,275,600
Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
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VARIATION COSTProject: METRO VUNG TAU
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
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VARIATION COSTProject: METRO VUNG TAU
Item : Civil Work (CW03)
Contract No. CD/VT/CON-LC/UNICONS/11/06/10
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
Subtotal 144,671,240
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
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VARIATION COSTProject: METRO VUNG TAU
Item : Civil Work (CW03)
Contract No. CD/VT/CON-LC/UNICONS/11/06/10
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
Subtotal 197,136,840
TOTAL VARIATION 1,001,374,666
Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
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VNĐ
Concrete only,
M250
solid brick
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VNĐ
Concrete only,
M300
Concrete only,
M300
L=80x80x8, incl.
grouting
replace with
H.T.D ex.joint
L=30x30x2.5
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VNĐ
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VARIATION COSTProject: METRO VUNG TAU
Item : External works (CW04)
Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10
Contractor Nguyen Anh Construction Co., LTD
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
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VARIATION COSTProject: METRO VUNG TAU
Item : External works (CW04)
Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10
Contractor Nguyen Anh Construction Co., LTD
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
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VARIATION COSTProject: METRO VUNG TAU
Item : External works (CW04)
Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10
Contractor Nguyen Anh Construction Co., LTD
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
Concrete work with formwork of the following
Drainage groundlines m3 40.435 2,160,670 87,367,470
Cable pits (10 pit) 4.624
Reinforcement of the following
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
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VARIATION COSTProject: METRO VUNG TAU
Item : External works (CW04)
Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10
Contractor Nguyen Anh Construction Co., LTD
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
VATRemarks
RC pipe groundline D600 as outdoor drainage including
plinthm 60.000 611,510 36,690,623
RC pipe groundline D400 as outdoor drainage including
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
Signmast foundation m3 73.262 200,000 14,652,495
Creating sub-base course at foundation pit of the following
Signmast foundation m3 2.450 770,503 1,887,925
Pile head cutting pcs 16.000 135,744 2,171,902
Concrete work with formwork of the following
Signmast foundation ( lean concrete M350 ) m3 59.775 2,242,205 134,027,131
Reinforcement of the following
Signmast foundation kg 2296.300 17,530 40,254,139
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VARIATION COSTProject: METRO VUNG TAU
Item : External works (CW04)
Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10
Contractor Nguyen Anh Construction Co., LTD
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
Creating sub-base course at foundation pit of the following
Flag poles m3 4.600 281,971 1,297,067
Septic tank m3 0.280 281,971 78,952
Concrete work with formwork of the following
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
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VARIATION COSTProject: METRO VUNG TAU
Item : External works (CW04)
Contractor No CD/VT/CON-LC/NGUYEN ANH/25/08/10
Contractor Nguyen Anh Construction Co., LTD
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
VATRemarks
Road No 51B with gateway m3 227.950 2,242,205 511,110,630
Reinforcement of the following
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
TOTAL VARIATION 3,817,812,422
Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
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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
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Project: METRO VUNG TAU
Item : Steelworks and Roffing& Walling (CW05)
Contract No.
Contractor
Unit rate:
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
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Project: METRO VUNG TAU
Item : Steelworks and Roffing& Walling (CW05)
Contract No.
Contractor
Unit rate:
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
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Project: METRO VUNG TAU
Item : Steelworks and Roffing& Walling (CW05)
Contract No.
Contractor
Unit rate:
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
TOTAL VARIATION 1,202,224,638
Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
Variation order to construct construct insulating film and emergency door
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VND
Remarks
painted RAL9006,,
Fy=2450kg/cm 2,
120micron thickness.
Zincalume 0.53mm thickness
Việt Nam
galvanized
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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
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Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
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VARIATION COSTProject: METRO VUNG TAU
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
TOTAL VARIATION 37,375,000
Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
Contractor
VARIATION COSTProject: METRO VUNG TAU
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j
Item : FENCE AND LANDSCAPING (CW10)
Contract No. CD/VT/CON-LC/MISU/24/08/10
Contractor Misu Construction Co., LTD
Unit rate: VNĐ
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
Subtotal 402,628,000
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
Subtotal 132,192,000
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
Subtotal 203,060,000
TOTAL VARIATION 737,880,000
Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
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VARIATION COSTProject: METRO VUNG TAU
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Project: METRO VUNG TAU
Item : Cool Storage (CW13)
Contract No. CD/VT/CON-CL/HUUNGHI/12/06/10
Contractor Huu Nghi Engineering Co.,Ltd
No SI No Date Contents Unit Q'ty Unit PriceAmount Excl.
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
TOTAL VARIATION 280,286,123
Contractor Consultant Project Manager
Tran Phuoc Dong Huynh The Nha
7/30/2019 fat sinh VT
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