tekle k.mariam first payment

7/31/2019 Tekle K.mariam First Payment

1/34

Take-off No_____________

Project:ECD

No Size Qty Description No Size Qyt Descriptionl*w*h l*w*h

A-Sub -Structure 2-Masonry work

1-Excavation and earth work 2.1-50cm thick masonery fn

1.1-site clearance Foundn_ Ditto as item no1.3

20.00 L=18+2=20m W=7.5+2=9.5m 18.00 Avg Depth = 0.62+0.55+0.64+0.74+0.70= 0.659.50 190.00 m2 0.65 5

190.00 m2

NET TOTAL 2 0.50 11.7 m3

6.50 Avg D = 0.60+0.78+0.87+0.70 = 0.74 m1.3 Bulk excavation 0.74 4

4 0.50 9.62 m3

0.00 4.00 Avg D = 0.60+0.78+0.87+0.70 = 0.74 m1.3Trench excavation 0.74 4Avg Depth = 0.62+0.55+0.64+0.74+0.70 1 0.50 1.48 m3

18.00 5 22.80 m3 NET TOTAL0.65 = 0.65m

2 0.48 11.23 m3 2.2-Ditto as item2.1 but6.50 Avg D = 0.60+0.78+0.87+0.70 = 0.74 m ANGL (Average Height =50cm)

0.74 4 18.00 Avg D = 0.60+0.40+0.20+0.00 = 0.3 m4 0.48 9.24 m3 0.30 4

4.00 Avg D = 0.60+0.78+0.87+0.70 = 0.74 m 1 0.50 2.7 m3

0.74 4 18.00 Avg D = 0.55+0.30+0.28+0.20 = 0.33m1 0.48 1.42 m3 0.33 4

21.89 m3 NET TOTAL 1 0.50 2.97 m3

1.4 Back fill Avg D = 0.60+0.56+0.55+0.20+0.20+0.006.00 Avg D = 0.60+0.56+0.55+0.30 = 0.5 m 6.50 46.50 4 0.35 = 0.35m

1 0.50 19.5 m3 4 0.50 4.55 m3

6.00 Avg D = 0.28+0.20+0.00+0.0.20 = 0.17m 4.00 Avg D = 0.35m6.50 4 0.35

1 0.17 6.63 1 0.50 0.7 m3 NET TOTAL

4.00 Avg D = 0.28+0.20+0.40+0.30 = 0.3m 10.923.00 42 0.30 7.2 m3

33.33 m3NET TOTAL

6.00 1.5Hard coring

2 6.50 78 m2

4.002 3.00 24 m2

102 m2

NET TOTAL

1.6Cart away

0.00

0.20 0.00DITTO AS ITEM 1.1 BUT MELTI- BY0.20 CM

0.00 DITTO AS ITEM 1.3 trench excavtion0.00 m3 NET TOTAL

Take-off No_____________

Tekle K/mariam B.C.Site : Aragure Kebele/H/Wejerat Woreda

Block: ECD

contractor_________________ supervisor_________________


2/34

Project:ECD


6.00 3-Concrete Work B.SUPER STRUCTURE

6.503.1 -10cm thick reinforced concrete

floofslab 4.Concrete work0 0.10 0.00 m

34.1 reinforced concrete c-20

4.00 a) -50*20cm top tie beam c-203.00 18.00

0 0.10 0.00 m3

0.50

0.00 m3

NET TOTAL 2 0.20 3.60 m3

3.2 -50*20cm grade beam c-20 6.5018.00 0.50

0.50 4 0.20 2.60 m3

2 0.20 3.60 m3

4.006.50 0.500.50 1 0.20 0.40 m3

4 0.20 2.60 m3

6.60 m3

NET TOTAL

4.00

0.50

B.In 6cm thick reinforcement concretewindow sills. Here price includes form work

& 8mm deformed bars c/c 20cm both way

1 0.20 0.40 m3

0 1.60 0.00

6.60 m3NET TOTAL 0 1.15 0.00

3.3 Steel reinforcement

(a)Q6mm 0.00 mNET TOTAL#REF! Kg 4.2 Steel reinforcement

(a)Q6mm#REF! b)Q8mm #REF! Kg

b)Q12mmC)Q12mm #REF! Kg

#REF! Kg 4.3 -form work

3.4 -form work 18.00 External18.00 External 2 0.20 7.202 0.20 7.20 7.50

7.50 2 0.20 3.002 0.20 3.00 6.50 Internal

6.50 Internal 4 0.20 5.204 0.20 5.20 6.00

6.00 4 0.20 4.804 0.20 4.80 3.00

3.00 4 0.20 2.404 0.20 2.40 4.00

4.00 4 0.20 3.204 0.20 3.20 ` 25.80 m

2NET TOTAL

25.80 m2

NET TOTAL

3.5.concrete ancillaries expantion joint

0 6.50 0.000 6.00 0.000 4.00 0.000 3.00 0.00

0.00 M NET TOTAL

Take-off No_____________

Tekle K/mariam B.C.

Tekle K/mariam B.C.Site : Aragure Kebele/H/Wejerat Woreda

Block: ECD



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Site : Aragure Kebele/H/Wejerat Woreda



4/34

Project:ECD


5-Walling

18.00 5.1-50cm thick dressed0.50 stone masonry

2 2.80 50.40 m3

6.500.50

4 2.80 36.40 m3

4.000.50

1 2.80 5.60 m3

1.00 Dedaction (To be checked again)0.50 Doors

4 2.80 5.60 m3

1.15 W 20.50

8 1.80 8.28 m3

1.60 W10.60

4 0.50 1.92 m3

76.6 m3 NET TOTAL

Block: ECD



5/34

3.250.65

2.950.7375

1.20.3

2.01 1.330.5025 0.3325

0.680.17 2.11

0.351667

1.18

0.295



6/34

Contractor:-Tekle K/mariam B.C.

construction Type;-Natural StoneBuilding;-Childhood Development Center(ECD)

Location;-Enderta sitesSite name ;-Aragure

Contrat ExcutedA-SUB STRUCTURE

1 Excavation &Earth Work1.1 Site clerance m 0.001.2 Bulk Excavation m3 0.001.3 Trench excavation m3 0.001.4 Fill under hard core borrowed m3 0.001.5 Hard cring 25cm thick m2 0.001.6 Cart away m3 0.00

Sub total(1) -2 Masonry work2.1 50cm thick masoneryBNGL m3 0.002.2 Dittoas2.1butANGL m3 0.00

Sub total(2) -3 .Concrete work

3.1 10cm Thick RC floor slab m2

0.003.2 RC for 50*20cmgrade beam m3 0.003.3 Steel reinforcement 0.00

(a)Q6mm plain bars kg 0.00b)12mmDeformed bars k 0.00

12mmDeformed bars k 0.003.4 Form work for grade beam m2 0.003.5 concrete ancillaries expansion joint m 0.00

-

4.1m3 0.00

m0.00

4.20.00

kg 0.00kg 0.00

4.3 m2 0.00

-

5.1 50cm thick dressed masonery 0.005.2 Ditto5.1 above top tie beam m3 0.00

Sub total(5) m3 -

6.1 0.00m2 -


construction Type;-Natural Stone

Building;-Childhood Development Center(ECD)


Quantity

Unit Price Total Price

Sub total (3)

UnitNo Description

Provide cut and fix in position sawn pine wood orequivalent formwork for upper tie beam.

Sub total 4

6. Roofing

G-30 galvanized corrugated iron sheet roofing fixedSub total 6

B. Super Structure

4. Concrete work

Reinforced concrete class C-20,320kga)In 50x20cm upper tie beamb)In 6cm thick reinforced concrete window sills.Here price includes form work & 8cm deformedbars c/c 20cm both ways.Steel reinforcement for upper T. beam cut bent &placed in position unit price includes cuttingbending placing in position & tying bars.

a) 6mm plain bars

b) 12mm deformed bars

_________________________CONTRACTOR

_________________________SUPERVISOR


7/34

No Unit TotalContrat Excuted Price Price

7.1 M 350 0.00 13 0.00M 250 0.00 12 0.00

M 300 0.00 40 0.007.2 M 50 0.00 60 0.00-

8metal windows &doors LTZ

8.1 Type D1,size 100*280cm No. 4 0 2000 0.008.2 Type W1, size 115*180 No. 10 0 1800 0.00

TypeW2, size 160*60 wire mesh No. 4 0 1500 0.008.3 Security grill LtZ size 115*180cm No. 9 0 1000 0.00

-

9.1 m2

259 #REF! 50 #REF!

9.2 m2

30 #REF! 20 #REF!

9.3 m2

26.4 #REF! 500 #REF!#REF!

10.1 m2 107 0 50 0.0010.2 m2 36 #REF! 180 #REF!10.3 m2 19 #REF! 180 #REF!

#REF!

#REF!

Quantity

Sub total(8)

Metal work

Description Unit

c)5x7cm treated pinewood purlins c/c 90cm.Supply and fix 25x2.5cm carraro or equivalent

cement mortar 1:3pavement, concrete quality C-15,290 KGDitto as 10.3 above but 80cm wide to gable sidesSub total 10

Grand Total

9.PLASTERING AND POINTING

Apply three coats of cement mortar plaster 1:3 toall internal walls including above top tie beam.andbeam surfacesAll external stone masonry foundation wall above

NGL shall be raked out to a depth of 25mm andpointed in cement mortar 1:3

Ditto as 9.2 above but external wall above gradebeam

Sub total 9

10.PAVING AND FLOORING

Sub total 7

7.Carpentry and joinery

All timber & eucalptus structural members shall be

a) 10-12cm eucalyptus lower/upperb) 8-10cm eucalyptus bracing and internal

_________________________CONTRACTOR

_________________________SUPERVISOR


8/34


construction Type;-Natural Stone



No Discription PriceA-sub structure Contrat Excuted

1 Excavation &Earth work2 Masonry work3 Concrete work

B-SUPER_STRUCTURE

4 Concrete work5 Walling6 Roofing7 Carpenrty&joinery8 Metal work

9 Plastering&pointing10 Paving &Flooring11 Glazing12 Paainting

Total for class Room Building At Hawatsu 0.00 0.00

_________________________CONTRACTOR

_________________________SUPERVISOR


9/34

Site-Hawatsu

Unit Total

Contrat Excuted Price Price

A-SUB STRUCTURE

1 Excavation &Earth Work

1.1 Site clerance m

2

190 #REF! 2.50 #REF!1.2 Bulk Excavation m3 45 0.00 1.00 0.001.3 Trench excavation m3 45 #REF! 4.00 #REF!1.4 Fill under hard core borrowed m3 120 #REF! 1.00 #REF!1.5 Hard cring 25cm thick m2 108 #REF! 150.00 #REF!1.6 Cart away m3 128 #REF! 15.00 #REF!

Sub total(1) #REF!2 Masonry work2.1 50cm thick masoneryBNGL m3 45 #REF! 300.00 #REF!2.2 Dittoas2.1butANGL m3 25 #REF! 400.00 #REF!

Sub total(2) #REF!3 .Concrete work

3.1 10cm Thick RC floor slab m2

10.8 #REF! 1350 #REF!

3.2 RC for 50*20cmgrade beam m3 6.4 #REF! 1350 #REF!3.3 Steel reinforcement 0.00

(a)Q6mm plain bars kg 80 #REF! 23 #REF!b)12mmDeformed bars kg 310 #REF! 19 #REF!12mmDeformed bars kg 260 #REF! 19 #REF!

3.4 Form work for grade beam m2 22 #REF! 100 #REF!3.5 concrete ancillaries expansion joint m 86 #REF! 60 #REF!

Sub total (3) #REF!

4.1m3 6.4 #REF! 1350 #REF!m 14.4 #REF! 140 #REF!

4.2 0.00kg 98 #REF! 19 #REF!kg 260 #REF! 19 #REF!

4.3 m2

42 #REF! 100 #REF!#REF!5.1 50cm thick dressed masonery 86.8 #REF! 580 #REF!5.2 Ditto5.1 above top tie beam m3 14.1 #REF! 580 #REF!

Sub total(5) m3 #REF!

6.1 190 #REF! 210 #REF!m2 #REF!

Unit

Description Quantity

G-30 galvanized corrugated iron sheet roofing fixedSub total 6

6. Roofing

Reinforced concrete class C-20,320kga)In 50x20cm upper tie beamb)In 6cm thick reinforced concrete window sills.Steel reinforcement for upper T. beam cut bent &a) 6mm plain barsb) 12mm deformed barsProvide cut and fix in position sawn pine wood orequivalent formwork for upper tie beam.Sub total 4

B. Super Structure4. Concrete work

No

_________________________CONTRACTOR

_________________________SUPERVISOR


10/34

Site-Hawatsu

No Description Unit Total

Contrat Excuted Price Price

7.1 M 350 #REF! 13 #REF!M 250 #REF! 12 #REF!M 300 #REF! 40 #REF!

7.2 M 50 #REF! 60 #REF!#REF!

8 Metal workmetal windows &doors LTZ

8.1 Type D1,size 100*280cm No. 4 #REF! 2000 #REF!8.2 Type W1, size 115*180 No. 10 #REF! 1800 #REF!

TypeW2, size 160*60 wire mesh No. 4 #REF! 1500 #REF!8.3 Security grill LtZ size 115*180cm No. 9 #REF! 1000 #REF!

Sub total(8) #REF!

9.1 m2 259 #REF! 50 #REF!9.2 m2 30 #REF! 20 #REF!9.3 m2 26.4 #REF! 500 #REF!

#REF!

10.1 m2 107 50 0.0010.2 m2 36 #REF! 50 #REF!10.3 m2 19 #REF! 180 #REF!

#REF!

#REF!

Quantity

9.PLASTERING AND POINTINGall internal walls including above top tie beam.andNGL shall be raked out to a depth of 25mm and

All timber & eucalptus structural members shall bea) 10-12cm eucalyptus lower/upperb) 8-10cm eucalyptus bracing and internalc)5x7cm treated pinewood purlins c/c 90cm.

beam

Ditto as 10.3 above but 80cm wide to gable sides

Sub total 9

10.PAVING AND FLOORINGcement mortar 1:3pavement, concrete quality C-15,290 KG

Supply and fix 25x2.5cm carraro or equivalentSub total 7

7.Carpentry and joinery

Sub total 10

Grand Total

_________________________CONTRACTOR

_________________________SUPERVISOR


11/34



Site- Aragure

Location Bar Length No bars No of Total No

Description Dia Schedule M Mem of bars Q 6 Q 8 Q 12

Top 12 18.78 2.00 2 4 75.12Bottom 12 18.48 2.00 2 4 73.92stiraps C/C 20 6 1.30 91.00 2 182 236.60

Top 12 7.80 2.00 4 8 62.40Bottom 12 7.50 2.00 4 8 60.00stiraps C/c 20cm 6.5 1.30 34.00 4 136 176.80

Top 12 5.30 2.00 1 2 10.60Bottom 12 5.00 2.00 1 2 10.00stiraps C/c 20cm 6 1.30 21.00 1 21 27.30

Total Length 440.70 292.04

Weight Kg/m 0.222 0.395 0.888

Total Weight 97.84 259.33


Building;-Childhood Development Center(ECD)Site- Aragure

SUB TOTALNo.Bars Elem Tot.No Dia.6 Dia.8 Dia.10 Dia.12

Top 12 18.78 2.00 2 4 75.12Bottom 12 18.48 2.00 2 4 73.92stiraps C/C 20 6 1.30 91.00 2 182 236.60

Top 12 7.80 2.00 4 8 62.40Bottom 12 7.50 2.00 4 8 60.00stiraps C/c 20cm 6.5 1.30 34.00 4 136 176.80

Top 12 5.30 2.00 1 2 10.60Bottom 12 5.00 2.00 1 2 10.00stiraps C/c 20cm 6 1.30 21.00 1 21 27.30

440.7 292.040.222 0.395 0.617 0.888

97.84 259.33

Length(mete

r)

No.of Bars

TOTAL WT.(KG)

Reinforcement bar Schedule

Total Length

NIT WEIGHT(KG\M

Reinforcement bar Schedule

BAR SCHEDULE FOR GRADE BEAM

BAR SCHEDULE FOR TOP TIE BEAM

Location Shape

Dia(m

m)


12/34


13/34

Project:Dry Latrine

No. LXWXH Quantity Description No. LXWXH QuantityA-Sub-structure

1-Excavation & Earth work

1.1.Clear the site and remove top

soil at an average depth of 20cm

7.5 L= 3.5 + 2 *2=7.5 m 2.301 6.00 45.00 W= 2+2*2= 6 m 0.80

45.00 m2

2 0.70 2.58

1.3 Excavation in ordinery soilfor the dry laterine pit up to 1.50a depth of 5.2 and for foundation 0.80trenches 2 0.70 1.68

2.403.20

1 4.00 30.72 M3 pit excavation

2.40 foundation trench in two sides 4.262 0.80

0.70 2.48 m 3.101.6 0.60

2 0.80 2 5.20 19.340.70

1.79 1.1034.99 m

3NET TOTAL 0.60

1.4 Excavation in rock formation 2 5.20 6.86for the dry laterine pit up to 26.20a depth of 5.2 and for foundation 30.46

trenches

2.403.20

1 1.209.22

1.5 Selected Excavated fillunder Hard core

1.001 1.00 1.00 m

3NET TOTAL

0.253.00 2.00

1.5 m3

NET TOTAL

Tekle K/mariam B.C.Site : Egri Hariba P/school/ Enderta Woreda

Block: Dry Latrine

1.6 25cm thick basaltic or

equivalent stone hard core well

roled ..


14/34

1.5 Cart away surples excavated0.00 0.00 materials

0.00

0.00 m3

NET TOTAL

Project:Dry Latrine

No. LXWXH Quantity Description No. LXWXH Quantity

3.CONCRETE WORK

3.1. 15 CM thick reinforced

concrete floorslab concrete

quality c-20,320Kg/m3

5.60 15.861 2.33 13.05 M2 1 0.20 3.17

5.60

1 2.33 13.0513.05 M2 Total 2.40

3.2.STEEL REINFORCEMENT FOR

GRADE BEAM 1 0.20 0.48

0.601 0.60 0.36

16.34a) 10mm deformed bars

52.28 KG NET TOTAL

b) 12mm deformed bars138.28 KG NET TOTAL

Project:Dry Latrine


Block: Dry Latrine


Block: Dry Latrine


15/34


4.CONCRETE WORK4.1. e n orce concrete c ass c-

20 5.60A.in 20*20 cm elevation col 2 0.25 2.80

0.200.20 5.406 2.80 0.67 m

4 0.25 5.40

0.67 m3

NET TOTAL

5.30 b.in 20*20 cm upper tie beam 2.330.20 2 0.25 1.17

2 0.20 0.42 m

1.93 1.930.20 8 0.25 3.86

1 0.20 0.08 m

0.60

1.94 2 0.20 0.240.202 0.15 0.12 m

0.75

1.20 4 0.15 0.450.15 1.00

4 0.20 0.14 2 0.20 0.400.66 m

3NET TOTAL 14.32

C.In 6cm thick reinforcementconcrete window sills. Here priceincludes form work & 8mmdeformed bars c/c 20cm both ways 2.38

2 0.89 1.78 0.254 2.80 11.20 4 2.38

12.98 ml NET TOTAL 16.70

4.2.STEEL REINFORCEMENT FOR

UPPER TIE BEAM

a) 6mm plain bars29.68 KG NET TOTAL

b) 12mm deformed bars138.28 KG NET TOTAL

Project:Dry Latrine



Block: Dry Latrine


16/34

5.HOLLOW CONCRETE BLOCK WALL5.1.20 20 40cm c ass a ow

concrete block

4.702 3.15 29.61 m

6 3.85 23.103 5.3 15.90

3.60 39.00

2 3.60 25.92 m2

0.5 Above Top Tie Beam 3 3.00 9.002 4.70 3 5.00 15.00

0.75 3.53 24.00deduction

10 2.23 22.30m Windows 22.30

1.00 2 2.23 4.462 2.58 5.16 m Doors 4 1.0 4.00

above beam 8.46

m2

53.90 m2

NET TOTAL 10

0

m 2.002 1.70

2.80 9.524.70

3.15 2 3.15 29.611 2.80 8.82 m

18.34 m2

NET TOTAL 3.606.ROOFING 2 3.60 25.926.1. G-30 galvanazed C.I.S 0.5

2 4.70L=5.3+1*2+0.1*2=7.5M 0.75 3.53

W=2.33-0.05*2=2.23M 1.007.50 2 2.58 5.16

2 2.23 33.45 53.90

5.2.15*20*40cm class "B" hallow

concrete block


17/34

33.45 m2

NET TOTAL

Project:Dry Latrine


3.15 Internal wall 0.894 2.80 35.28 2 0.60 1.07

4.702 2.80 26.32 m2 1.00

2 2.38 4.761.45

4 2.80 16.24 m2 1.932 0.35 1.35

2.00

4 2.80 22.40 m2 4 1.19 4.76Deduction 2.80

1.00 4 0.20 2.242 2.58 5.16 m2

95.08 m2

NET TOTAL 0.892 0.20 0.36

14. Painting

14.1Apply three coats of approved

plastic paint to all internal walls &

plastered beam surfaces 1.00a)To external wall 2 0.20 0.40

53.90 Ditto But as item No. 9.1,a53.90 M2 otal 0.77

b)To internal wall 4 0.15 0.4695.08 Ditto But as item No. 9.1,b95.08 M2 otal 2.15

4 0.15 1.29

2.382 0.20 0.95

0.604 0.20 0.48

18.12

68.00


Block: Dry Latrine



18/34


19/34

Take-off No_____________

Description2.MASONRY WORK. . asa c or equ va en c

stone masonry foundation trench, wall

thickness varries acccorrding to the

drawing

FOR foundation trenchfor pit

m

m

m

M3 Total

Masonry For The wall of the pit

m

M3 TotalM3 Total


20/34

Take-off No_____________

Description

3.4 Provide cut and fix in position sawn

pine wood or equivalent form work for

sides of Floor slab

P=(2.33+5.6)*2=15.86Mm

m for slab

For man holeDeduction

For man Coverm

2NET TOTAL

Take-off No_____________


21/34

Description

4.3.provide cut & fix in position swan pine

wood form work for upper tie beam

TOP TIE BEAMm2 external

m external

m internal

m soffit of windows

m soffit of doors

m2

NET TOTAL

for columnsm

2NET TOTAL

m2

NET TOTAL 28.6

Take-off No_____________

Description


22/34

7. Carpentry and Joinery7.1.all timber & ecuallyptus structuremembers shall be well seasonedA. 10-12cm eucalyptus lower/upper

members(trusses)

ML NET TOTAL. 8-10cm euca yptus nterna

members(trusses)

L=(0.22+0.56)*2+0.9=2.46L=(1.15+1.35)*2=5.00ML NET TOTAL

C.5*7 cm purlins c/c 90cm

ML NET TOTAL7.2,Supply & fix 25*2.5cm facia board

ML NET TOTAL

7.3,Supply & fix 50mm PVC vent pipe

PC7.4 40x50 cm z g a or equ va ent s as

shown on the drawing to cover the dry

latrine pit holes)

PC

8.METAL WORKa meta w n ows an oors s a e

fabricated of locally manufactured frameLTZ profile

8.1.Type D2 size .80*2.80cm

pcs

9.PLASTERING AND POINTING

9.1.Apply three coats of cement mortar

plaster 1:3 to all internal walls including

above top tie beam.and beam surfaces

m

m

Above Top Tie Beam

deductionm2 Doors

Total M2


23/34

Take-off No_____________

Description

deduction

m2 windows

m2 doors

above t.t .beamm2

A=0.5*0.9*2.65

=1.19above roof

soffit of window

soffit of doors

sied of doors

sied of window

m2

NET TOTAL

m2

NET TOTAL

Take-off No_____________


24/34

Description

10.PAVING AND FLOORING10.1.5 t c smoot oor n s e

cement screed in cement mortar 1:3

m2

m2

DOORSm

2

m2

m2

NET TOTAL10.2. 100cm w e & 10cm t c mass

concrete pavement, concrete quality C-

15,290 KG cement/m3

of concrete,

m2

m2

NET TOTAL

10.3. Ditto as 10.3 above but 80cm wide togable sides

m2

NET TOTAL

10.4 30 w e resse stone ra n water

ditch

m2

NET TOTAL

11. Apply three coats of approved

plastic paint to all internal walls &

plastered beam surfacesDitto But as item No. 9.1

m2

NET TOTAL


25/34

Sno Project Type Location Contract Executed1 ECD Aragure #REF!2 Dry Latrine Egri Hariba 0.00

0 #REF!

Contractor Supervisor

Summary Of Projects

Total


26/34

|W

Project

W

Location

xsW m/b@T

y| t+

Contractor

x mN!S

Consultant

X bnW yKF snD _q& m\rT XSk DrS t+ y\W |/ qrbW : U

yKF M/w/l/ Certf. No qNDate

ygNzb# LK(BR)AMOUNT

BIRR

Previouse payments

Investor

Tekle K/mariam B.C.

Save the Children, USA

As per the attached measurements the Value of work executed and/or materialshundred four thousand one hundred eighty sex Birr and 38/100 cent

Construction of Upgrading of

Aragure ECD and Egri hariba Dry Latrine EnRegion

Save the Children, USA


27/34

ypDM KF BR

Amount of Advance Taken (birr)

XSk ytmls ypDM KF BR

Amount of Advance Repaid to-date (birr)

MRm ___________________________________________________________

Remarks ______________________________________________________________

Budget Code T1 T2 T3

23112 2311101 84004000

DMR TOTAL


28/34

trUG**LCertified

Regional Coordinator/Officer

Sub Office Manager

_______________________________ __________________

ateate

Prepared

zUjW


29/34

W WL

Main Contract w/o VAT

tq{ WL

Supplementary Contract

ylW_ | T:C

Variation orders

VAT 15%

.-Q DMR

Total sum with VAT

1. xSqD ytkfl

Previous payments

tq> DEDUCTIONS

supplied to-date is 204186.38 (Twos)

yKF MSKR wrqT q$_R- 01

First payment certificate - 01

rimary School

erta Woreda in Tigray


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2. Q>

Rebate % 15%

3. m

4. Contract amount after rebate

5. Value add tax 15%

6. Total amount with 15% VAT

Retention 5%

7. mq

Penalty

8. kQD KF

Deduction for Advance payment Recovery (20%)9. l@

Others

DMR TOTAL

yt lt+ ykfL gNzB

l| t+ BR 189612.58 l!kfL ml#N XrUGlN::

__________________________________

________________________________

T4 T5 T6

Net Sum due to the Contractor

We certify that the contractor is now entitled to the sum of Birr189612.58 (Two

hundred twelve Birr and 58/100 cents)

-

-


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ymrmrw trUG**LRectified Certified

WatSan & Infrastructures

Coordinator

Program Manager

/Technical

Manager/

__________________ ________________

ate ate

Operations Manager

__________________


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ygNzb# LK (BR)AMOUNT BIRR

-

-

ygNzb# LK (BR)AMOUNT (BIRR)

ygNzb# LK (BR)AMOUNT (BIRR)

-

204,186.38

0.00

-

-

-


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ate

Approved

Country Director

__________________

[DL

tekle k.mariam first payment

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