The BGRS Bureau of Agriculture

የቤኒሻንጉል ጉሙዝ ክልላዊ መንግስት ግብርና ቢሮ

Development Response for Displacent Impact Project (DRDIP)
Paymnet Certificat No-02
የክፍያ ሰርቲፊኬት ቁጥር-02
የገንዘቡ ልክ (ብር)
Project:- Bambasi Woreda Mender 45 Road Project Amount (Birr)
ሥራው ዋናው ውል
Location:-Bambasi Woreda Mender-45 Kebele Main Contract 3,914,246.43
ቦታው ተቀጽላ ውል
Client:- Bambasi Woreda Mender-45 Kebele Administration Suplimentary Contract
አሰሪው መ/ ቤት የለውጥ ስራ ትዕዛዞች
Contractor : M.B.A.T Construction PLC Variation Orders
የስራ ተቋራጭ ተ.እ.ታ (15%)
Consultant : DRDIP-II Reginal coordination Unit VAT (15%) 587,136.96
አማካሪ ጠቅላላ ድምር
Total Sum 4,501,383.39
ቅድመ ክፍያ (20%)
Advance Payment Amount(20%) 900,276.68

የገንዘቡ ልክ (ብር)
Amount (Birr)
አባሪ በሆነው በተሰሩ ስራዎች መለኪያ ሰነድ መሰረት እስከ ዛሬ ድረስ ተቋራጩ የተሰራው ስራ እና ያቀረበው እቃ ዋጋ
4,526,240.55
As per the attached statement the value of work executed and/or material supplied to date is
ተ.እ.ታ 15%
678,936.08
VAT 15%
የበፊት ክፍያ መያዣ ጠቅላላ ድምር ቫትን ጨምሮ
5,205,176.63
Previous Approved Payment Certificat Retention Total Sum With 15% Vat
የክፍያ ሰነድ ቁጥር ቀን የገንዘቡ ልክ (ብር) የገንዘቡ ልክ (ብር) ተቀናሽ የገንዘጉ ልክ
Pay. Cert. No. Date Amount (Birr) Amount (Birr) DEDUCTION AMOUNT (BIRR)
P.C No-1 2,081,029.13 138,735.28 1. አስቀድሞ የተከፈለ
P.C No-2 Previous Payment 2,081,029.13
P.C No-3 2. መቀጫ
Total Sum Penality (10%) performance Securit
ጠቅላላ ድምር 2,081,029.13 138,735.28 3. መያዣ
260,258.83
Retention (5 %)
የቅድመ ክፍያ ብር ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ 4. የቅድመ ክፍያ ተቀናሽ
Advance Repay Befor Vat After Vat Advance Repayment 20% 900,276.68
የቅድመ ክፍያ ብር 5. ቅናሽ
Amount of Advance Taken 782,849.29 900,276.68 Rebat
በዚህ ክፍያ ሰነድ የተመለሰ ቅድመ ክፍያ ብር ድምር
Amount of Advance repaid Current ly 300,290.94 345,334.58 Total 3,241,564.64
ከዚህ በፊት የተመለሰ ቅድመ ክፍያ ብር የተጣራ ድምር ከተ.እ.ታ (15) በፊት
Amount of Advance Repaid Privously 482,558.35 554,942.10 Net Sum befor Vat 1,707,488.69
እስከ አሁን የተመለሰ ቅድመ ክፍያ ተ.እ.ታ 15%
Amount of Advance Repaid To date 782,849.29 900,276.68 V.A.T 256,123.30
እስከ አሁን ያልተመለሰ ቅድመ ክፍያ የተጣራ ለተቋራጩ የሚከፈል ገንዘብ
Out standing Amount of Advanc (0.00) (0.00) Net Sum due to Contractor 1,963,611.99

መያዣ ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ

Retention Befor Vat After Vat ለስራ ተቋራጩ ብር 2,081,029.13 (ሁለት ሚሊዮን ሰማንያ አንድ ሺ ሃያ ዘጠኝ ከ 13/100 ብር ብቻ 15%
በዚህ ክፍያ የተመለሰ መያዣ ክፍያ ብር ቫትን ጨምሮ) ክፍያ ሊከፈል መቻሉን እናረጋግጣለን፡፡
Amount of Mony Currently Retaind 121,523.55 121,523.55
ከዚህ በፊት የተመለሰ መያዣ ክፍያ ብር We certify that the contract is now in titled to the sum of birr 2,081,029.13
Amount of Mony Privously Retaind 138,735.28 138,735.28 (Two Million Eighty One Thousand Twenty Nine and 13/100) With Vat
እስከ አሁን የተመለሰ መያዣ ክፍያ ብር
Amount of Mony To date Retaind 260,258.83 260,258.83

ስራ ተቋራጭ አሰሪው መስሪያ ቤት /አማካሪ

ተጠይቋላል ተረጋግጧል ፀድቋል
Requested Certifid Approved
Name…………………………. Name…………………………. Name………………………….
Posision………………………. Posision………………………. Posision……………………….
Signature………………………. Signature………………………. Signature……………………….
Date……….……………………. Date……….……………………. Date……….…………………….

አሰሪው መስሪያ ቤት /የማህበረሰብ ኮሚቴ

ተረጋግጧል (ማህ /ፕሮጀክት አስ/ኮሚቴ) ፀድቋል (የቀበሌ ልማት ኮሚቴ)
Certifid Approved
Name…………………………. Name………………………….
Signature………………………. Signature……………………….
Date……….……………………. Date……….…………………….
 SUMMARY OF BILL OF QUANTITIES
Executed Amount Approved Amount
Amount
No Work Description Unit Contract Previous Current To date Previous Current To date

1 SERIES 1000 : SITE CLEARANCE ETB 324,095.55 324,095.55 -

2 SERIES 2000 : EARTH WORKS ETB 2,440,524.20 2,589,189.14 129,131.26 2,718,320.40 2,412,787.40 2,412,787.40

3 SERIES 3000 : GRAVE WEARING COURSE ETB 1,466,367.84 1,483,824.60 1,483,824.60 -

4 SERIES 4000 : DRAINAGE ETB - - -

5 SERIES 5000 : ANCILLARY WORKS ETB 7,354.39 - - -

Total for Series (1000 to 5000) A 3,914,246.43 2,913,284.69 1,612,955.86 4,526,240.55 2,412,787.40 - 2,412,787.40

VAT [15% OF A] B 587,136.96 436,992.70 241,943.38 678,936.08 361,918.11 - 361,918.11

Grand Total [A+B] C 4,501,383.39 3,350,277.39 1,854,899.24 5,205,176.63 2,774,705.51 - 2,774,705.51

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

Page 2
 BOQ SUMMERY OF MENDER-45 Page 3

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha - 3.40 3.40 95,322.22 - 324,095.55 - 324,095.55

TOTAL FOR SERIES 1000: SITE CLEARANCE - 324,095.55 - 324,095.55

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 1,670.00 1,653.30 253.51 1,906.81 343.78 574,112.60 568,371.47 87,151.67 655,523.14

22.03 Cut to Spoil

22.03(a) Common (Normal) Excavation to spoil m3 13,560.00 13,557.06 220.44 13,777.50 104.89 1,422,308.40 1,422,000.02 23,121.95 1,445,121.98

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 4,600.00 4,600.00 - 4,600.00 53.34 245,364.00 245,364.00 - 245,364.00

2300 Spereading and compaction for camber formation

Sied drainage excavation and throwing to the center

the road for use of camber formation if suitabeleor/
and cart away un suitable/excess material at distance
23.05 not leass than 6m m2 21,120.00 20,040.00 2,004.00 22,044.00 9.41 198,739.20 188,576.40 18,857.64 207,434.04
TOTAL FOR SERIES 2000: EARTH WORKS 2,440,524.20 2,424,311.89 129,131.26 2,553,443.16

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 BOQ SUMMERY OF MENDER-45 Page 4

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse - - - -

Gravel material productio, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from - - - -

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 1,512.00 1,530.00 1,530.00 455.85 689,245.20 - 697,450.50 697,450.50

b distance of 7-14km 7m3 D.T m3 1,512.00 1,530.00 1,530.00 513.97 777,122.64 - 786,374.10 786,374.10
Sub Total 1,466,367.84 - 1,483,824.60 1,483,824.60
SERIES 4000 : DRAINAGE

4100 STONE WORK AND EROSION PROTECTION

41.03 Stone Masonry wall for gully check dam

41.03(a) Cement mortared stone wall (check dam) m3 - 7,384.62 - - - -

Sub Total - - - -
SERIES 5000 : ANCILLARY WORKS

5100 ROAD FURNITURE

5200 Delineation, Markers and Kilometer Posts

52.01 Delineation and Kilometer Posts

52.01(a) Guide posts No 1.00 - 2,012.63 2,012.63 - -

5400 ROAD SIGNS

Sign faces with painted background and area not

exceeding 0.75 sq.m as shown in the drawings.
Concrete supports, Class C 20/20 & Concrete in road
sign footings including excavation and back filling
54.01(a) (Class-C) No 2.00 - 2,670.88 5,341.76 - -
Sub Total 7,354.39 - - -

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 Take Off Sheet #2 Page 5

Dimension Excuted Quantity

No Description Unit Length Width Depth Itemizing Previous Current Total

SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha 3,400.00 10.00 3.40 3.40

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 1,670.00 6.60 0.02 1.00 1,653.30 253.51 1,906.81

22.03 Cut to Spoil

22.03(a) Common (Normal) Excavation to spoil m3 1,670.00 6.60 0.02 1.00 1,653.30 220.44 1,873.74

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 1,690.00 2.00 0.50 2.00 4,600.00 4,600.00

2300 Spreading and compaction for camber formation

Side drainage excavation and throwing to the center

the road for use of camber formation if suitable/ and
cart away un suitable/excess material at distance not
23.05 less than 6m m2 1,670.00 0.60 - 2.00 20,040.00 2,004.00 22,044.00
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse

Gravel material production, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 1,700.00 6.00 0.15 1.00 1,530.00 1,530.00

b distance of 7-14km 7m3 D.T m3 1,700.00 6.00 0.15 1.00 1,530.00 1,530.00

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 The BGRS Bureau of Agriculture
የቤኒሻንጉል ጉሙዝ ክልላዊ መንግስት ግብርና ቢሮ
Development Response for Displacent Impact Project (DRDIP)
Paymnet Certificat No-02
የክፍያ ሰርቲፊኬት ቁጥር-02
የገንዘቡ ልክ (ብር)
Project:- Bambasi Woreda SIF Road Project-2 Amount (Birr)
ሥራው ዋናው ውል
Location:-Bambasi Woreda Kebeles Main Contract 3,744,673.87
ቦታው ተቀጽላ ውል
Client:- Bambasi Woreda Administration Suplimentary Contract
አሰሪው መ/ ቤት የለውጥ ስራ ትዕዛዞች
Contractor : M.B.A.T Construction PLC Variation Orders
የስራ ተቋራጭ ተ.እ.ታ (15%)
Consultant : DRDIP-II Reginal coordination Unit VAT (15%) 561,701.08
አማካሪ ጠቅላላ ድምር
Total Sum 4,306,374.95
ቅድመ ክፍያ (20%)
Advance Payment Amount(20%) 861,274.99

የገንዘቡ ልክ (ብር)
Amount (Birr)
አባሪ በሆነው በተሰሩ ስራዎች መለኪያ ሰነድ መሰረት እስከ ዛሬ ድረስ ተቋራጩ የተሰራው ስራ እና ያቀረበው እቃ ዋጋ
4,934,228.12
As per the attached statement the value of work executed and/or material supplied to date is
ተ.እ.ታ 15%
740,134.22
VAT 15%
የበፊት ክፍያ መያዣ ጠቅላላ ድምር ቫትን ጨምሮ
5,674,362.34
Previous Approved Payment Certificat Retention Total Sum With 15% Vat
የክፍያ ሰነድ ቁጥር ቀን የገንዘቡ ልክ (ብር) የገንዘቡ ልክ (ብር) ተቀናሽ የገንዘጉ ልክ
Pay. Cert. No. Date Amount (Birr) Amount (Birr) DEDUCTION AMOUNT (BIRR)
P.C No-1 1,987,954.85 132,530.32 1. አስቀድሞ የተከፈለ
P.C No-2 Previous Payment 1,987,954.85
P.C No-3 2. መቀጫ
Total Sum Penality (10%) performance Securit
ጠቅላላ ድምር 1,987,954.85 132,530.32 3. መያዣ
283,718.12
Retention (5 %)
የቅድመ ክፍያ ብር ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ 4. የቅድመ ክፍያ ተቀናሽ
Advance Repay Befor Vat After Vat Advance Repayment 20% 331,153.70
የቅድመ ክፍያ ብር 5. ቅናሽ
Amount of Advance Taken 748,934.77 861,274.99 Rebat
በዚህ ክፍያ ሰነድ የተመለሰ ቅድመ ክፍያ ብር ድምር
Amount of Advance repaid Current ly 287,959.74 331,153.70 Total 2,602,826.66
ከዚህ በፊት የተመለሰ ቅድመ ክፍያ ብር የተጣራ ድምር ከተ.እ.ታ (15) በፊት
Amount of Advance Repaid Privously 460,975.04 530,121.29 Net Sum befor Vat 2,670,900.59
እስከ አሁን የተመለሰ ቅድመ ክፍያ ተ.እ.ታ 15%
Amount of Advance Repaid To date 748,934.77 861,274.99 V.A.T 400,635.09
እስከ አሁን ያልተመለሰ ቅድመ ክፍያ የተጣራ ለተቋራጩ የሚከፈል ገንዘብ
Out standing Amount of Advanc - - Net Sum due to Contractor 3,071,535.67

መያዣ ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ

Retention Befor Vat After Vat
ለስራ ተቋራጩ ብር 2,081,029.13 (ሁለት ሚሊዮን ሰማንያ አንድ ሺ ሃያ ዘጠኝ ከ 13/100 ብር ብቻ 15%
በዚህ ክፍያ የተመለሰ መያዣ ክፍያ ብር ቫትን ጨምሮ) ክፍያ ሊከፈል መቻሉን እናረጋግጣለን፡፡
Amount of Mony Currently Retaind 246,711.41 283,718.12
ከዚህ በፊት የተመለሰ መያዣ ክፍያ ብር We certify that the contract is now in titled to the sum of birr 2,081,029.13
Amount of Mony Privously Retaind (Two Million Eighty One Thousand Twenty Nine and 13/100) With Vat
እስከ አሁን የተመለሰ መያዣ ክፍያ ብር
Amount of Mony To date Retaind 246,711.41 283,718.12

ስራ ተቋራጭ አሰሪው መስሪያ ቤት /አማካሪ

ተጠይቋል ተረጋግጧል ፀድቋል

Requested Certifid Approved
Name…………………………. Name…………………………. Name………………………….
Posision………………………. Posision………………………. Posision……………………….
Signature………………………. Signature………………………. Signature……………………….
Date……….……………………. Date……….……………………. Date……….…………………….
 SUMMARY OF BILL OF QUANTITIES
Executed Amount Approved Amount
Amount
No Work Description Unit Contract Previous Current To date Previous Current To date

1 SERIES 1000 : SITE CLEARANCE ETB 514,739.99 324,095.55 62,912.67 387,008.22 514,739.99 514,739.99

2 SERIES 2000 : EARTH WORKS ETB 1,790,135.20 2,589,189.14 635,681.18 3,224,870.32 1,790,135.20 1,790,135.20

3 SERIES 3000 : GRAVE WEARING COURSE ETB 1,237,490.32 1,322,349.58 1,322,349.58 -

4 SERIES 4000 : DRAINAGE ETB 194,953.97 - -

5 SERIES 5000 : ANCILLARY WORKS ETB 7,354.39 - -

Total for Series (1000 to 5000) A 3,744,673.87 2,913,284.69 2,020,943.43 4,934,228.12 2,304,875.19 - 2,304,875.19

VAT [15% OF A] B 561,701.08 436,992.70 303,141.51 740,134.22 345,731.28 - 345,731.28

Grand Total [A+B] C 4,306,374.95 3,350,277.39 2,324,084.94 5,674,362.34 2,650,606.47 - 2,650,606.47

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

Page 7
Project:- Strategic-2 Road Project Page 8

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha 5.40 5.40 0.66 6.06 95,322.22 514,739.99 514,739.99 62,912.67 577,652.65
TOTAL FOR SERIES 1000: SITE CLEARANCE 514,739.99 514,739.99 62,912.67 577,652.65

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 800.00 800.00 1,089.00 1,889.00 343.78 275,024.00 275,024.00 374,376.42 649,400.42

22.03 Cut to Spoil

22.03(a) Common (Normal) Excavation to spoil m3 10,100.00 10,100.00 1,960.20 12,060.20 104.89 1,059,389.00 1,059,389.00 205,605.38 1,264,994.38

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 5,400.00 5,400.00 660.00 6,060.00 53.34 288,036.00 288,036.00 35,204.40 323,240.40

2300 Spereading and compaction for camber formation

Sied drainage excavation and throwing to the center

the road for use of camber formation if suitabeleor/
and cart away un suitable/excess material at distance
23.05 not leass than 6m m2 17,820.00 17,820.00 2,178.00 19,998.00 9.41 167,686.20 167,686.20 20,494.98 188,181.18
TOTAL FOR SERIES 2000: EARTH WORKS 1,790,135.20 1,790,135.20 635,681.18 2,425,816.38

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

Project:- Strategic-2 Road Project Page 9

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse - - - -

Gravel material productio, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from - - - -

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 1,276.00 1,363.50 1,363.50 455.85 581,664.60 - 621,551.48 621,551.48

b distance of 7-14km 7m3 D.T m3 1,276.00 1,363.50 1,363.50 513.97 655,825.72 - 700,798.10 700,798.10
Sub Total 1,237,490.32 - 1,322,349.58 1,322,349.58
SERIES 4000 : DRAINAGE

4100 STONE WORK AND EROSION PROTECTION

41.03 Stone Masonry wall for gully check dam

41.03(a) Cement mortared stone wall (check dam) m3 26.40 - 7,384.62 194,953.97 - - -
Sub Total 194,953.97 - - -
SERIES 5000 : ANCILLARY WORKS

5100 ROAD FURNITURE

5200 Delineation, Markers and Kilometer Posts

52.01 Delineation and Kilometer Posts

52.01(a) Guide posts No 1.00 - 2,012.63 2,012.63 - -

5400 ROAD SIGNS

Sign faces with painted background and area not

exceeding 0.75 sq.m as shown in the drawings.
Concrete supports, Class C 20/20 & Concrete in road
sign footings including excavation and back filling
54.01(a) (Class-C) No 2.00 - 2,670.88 5,341.76 - -
Sub Total 7,354.39 - - -

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 Take Off Sheet #1 Page 10

Dimension Quantity

No Description Unit Length Width Depth Itemizing Previous Current Total

SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha 660.00 10.00 5.40 0.66 6.06

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 660.00 6.60 0.25 1.00 800.00 1,089.00 1,889.00

22.03 Cut to Spoil

22.03(a) Common (Normal) Excavation to spoil m3 660.00 6.60 0.45 1.00 10,100.00 1,960.20 12,060.20

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 660.00 2.00 0.50 2.00 5,400.00 660.00 6,060.00

2300 Spreading and compaction for camber formation

Side drainage excavation and throwing to the center

the road for use of camber formation if suitable/ and
cart away un suitable/excess material at distance not
23.05 less than 6m m2 660.00 6.60 17,820.00 2,178.00 15,642.00
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse

Gravel material production, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 3,030.00 6.00 0.15 - 1,363.50 1,363.50

b distance of 7-14km 7m3 D.T m3 3,030.00 6.00 0.15 1,363.50 1,363.50

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 The BGRS Bureau of Agriculture
የቤኒሻንጉል ጉሙዝ ክልላዊ መንግስት ግብርና ቢሮ
Development Response for Displacent Impact Project (DRDIP)
Paymnet Certificat No-02
የክፍያ ሰርቲፊኬት ቁጥር-02
የገንዘቡ ልክ (ብር)
Project:- Bambasi Woreda Mender 50 Road Project Amount (Birr)
ሥራው ዋናው ውል
Location:-Bambasi Woreda Mender-50 Kebele Main Contract 1,645,574.89
ቦታው ተቀጽላ ውል
Client:- Bambasi Woreda Mender-50 Kebele Administration Suplimentary Contract
አሰሪው መ/ ቤት የለውጥ ስራ ትዕዛዞች
Contractor : M.B.A.T Construction PLC Variation Orders
የስራ ተቋራጭ ተ.እ.ታ (15%)
Consultant : DRDIP-II Reginal coordination Unit VAT (15%) 246,836.23
አማካሪ ጠቅላላ ድምር
Total Sum 1,892,411.12
ቅድመ ክፍያ (20%)
Advance Payment Amount(20%) 378,482.22

የገንዘቡ ልክ (ብር)
Amount (Birr)
አባሪ በሆነው በተሰሩ ስራዎች መለኪያ ሰነድ መሰረት እስከ ዛሬ ድረስ ተቋራጩ የተሰራው ስራ እና ያቀረበው እቃ ዋጋ
1,899,509.17
As per the attached statement the value of work executed and/or material supplied to date is
ተ.እ.ታ 15%
284,926.38
VAT 15%
የበፊት ክፍያ መያዣ ጠቅላላ ድምር ቫትን ጨምሮ
2,184,435.55
Previous Approved Payment Certificat Retention Total Sum With 15% Vat
የክፍያ ሰነድ ቁጥር ቀን የገንዘቡ ልክ (ብር) የገንዘቡ ልክ (ብር) ተቀናሽ የገንዘጉ ልክ
Pay. Cert. No. Date Amount (Birr) Amount (Birr) DEDUCTION AMOUNT (BIRR)
P.C No-1 750,451.72 50,030.11 1. አስቀድሞ የተከፈለ
P.C No-2 Previous Payment 750,451.72
P.C No-3 2. መቀጫ
Total Sum Penality (10%) performance Securit
ጠቅላላ ድምር 750,451.72 50,030.11 3. መያዣ
109,221.78
Retention (5 %)
የቅድመ ክፍያ ብር ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ 4. የቅድመ ክፍያ ተቀናሽ
Advance Repay Befor Vat After Vat Advance Repayment 20% 178,361.77
የቅድመ ክፍያ ብር 5. ቅናሽ
Amount of Advance Taken 329,114.98 378,482.22 Rebat
በዚህ ክፍያ ሰነድ የተመለሰ ቅድመ ክፍያ ብር ድምር
Amount of Advance repaid Current ly 155,097.19 178,361.77 Total 1,038,035.26
ከዚህ በፊት የተመለሰ ቅድመ ክፍያ ብር የተጣራ ድምር ከተ.እ.ታ (15) በፊት
Amount of Advance Repaid Privously 174,017.79 200,120.46 Net Sum befor Vat 996,869.81
እስከ አሁን የተመለሰ ቅድመ ክፍያ ተ.እ.ታ 15%
Amount of Advance Repaid To date 329,114.98 378,482.22 V.A.T 149,530.47
እስከ አሁን ያልተመለሰ ቅድመ ክፍያ የተጣራ ለተቋራጩ የሚከፈል ገንዘብ
Out standing Amount of Advanc - - Net Sum due to Contractor 1,146,400.28

መያዣ ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ

Retention Befor Vat After Vat ለስራ ተቋራጩ ብር 2,081,029.13 (ሁለት ሚሊዮን ሰማንያ አንድ ሺ ሃያ ዘጠኝ ከ 13/100 ብር ብቻ 15%
በዚህ ክፍያ የተመለሰ መያዣ ክፍያ ብር ቫትን ጨምሮ) ክፍያ ሊከፈል መቻሉን እናረጋግጣለን፡፡
Amount of Mony Currently Retaind 51,471.01 59,191.66
ከዚህ በፊት የተመለሰ መያዣ ክፍያ ብር We certify that the contract is now in titled to the sum of birr 2,081,029.13
Amount of Mony Privously Retaind 43,504.45 50,030.11 (Two Million Eighty One Thousand Twenty Nine and 13/100) With Vat
እስከ አሁን የተመለሰ መያዣ ክፍያ ብር
Amount of Mony To date Retaind 94,975.46 109,221.78

ስራ ተቋራጭ አሰሪው መስሪያ ቤት /አማካሪ

ተጠይቋላል ተረጋግጧል ፀድቋል
Requested Certifid Approved
Name…………………………. Name…………………………. Name………………………….
Posision………………………. Posision………………………. Posision……………………….
Signature………………………. Signature………………………. Signature……………………….
Date……….……………………. Date……….……………………. Date……….…………………….

አሰሪው መስሪያ ቤት /የማህበረሰብ ኮሚቴ

ተረጋግጧል (ማህ /ፕሮጀክት አስ/ኮሚቴ) ፀድቋል (የቀበሌ ልማት ኮሚቴ)
Certifid Approved
Name…………………………. Name………………………….
Signature………………………. Signature……………………….
Date……….……………………. Date……….…………………….
 SUMMARY OF BILL OF QUANTITIES
Executed Amount Approved Amount
Amount
No Work Description Unit Contract Previous Current To date Previous Current To date

1 SERIES 1000 : SITE CLEARANCE ETB 171,580.00 190,644.44 - 190,644.44 171,580.00 171,580.00

2 SERIES 2000 : EARTH WORKS ETB 717,199.70 761,179.55 74,847.18 836,026.73 698,508.95 698,508.95

3 SERIES 3000 : GRAVE WEARING COURSE ETB 619,471.49 872,838.00 872,838.00 -

4 SERIES 4000 : DRAINAGE ETB 129,969.31 - - -

5 SERIES 5000 : ANCILLARY WORKS ETB 7,354.39 - - -

Total for Series (1000 to 5000) A 1,645,574.89 951,823.99 947,685.18 1,899,509.17 870,088.95 - 870,088.95

VAT [15% OF A] B 246,836.23 142,773.60 142,152.78 284,926.38 130,513.34 - 130,513.34

Grand Total [A+B] C 1,892,411.12 1,094,597.59 1,089,837.96 2,184,435.55 1,000,602.29 - 1,000,602.29

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

Page 12
 BOQ SUMMERY OF MENDER-50 Page 13

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha 1.80 1.80 - 1.80 95,322.22 171,580.00 171,580.00 - 171,580.00
TOTAL FOR SERIES 1000: SITE CLEARANCE 171,580.00 171,580.00 - 171,580.00

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 250.00 250.00 30.36 280.36 343.78 85,945.00 85,945.00 10,437.16 96,382.16

22.03 Cut to Spoil - - - -

22.03(a) Common (Normal) Excavation to spoil m3 4,570.00 4,570.00 501.60 5,071.60 104.89 479,347.30 479,347.30 52,612.82 531,960.12

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 1,800.00 1,800.00 200.00 2,000.00 53.34 96,012.00 96,012.00 10,668.00 106,680.00

2300 Spereading and compaction for camber formation

Sied drainage excavation and throwing to the center

the road for use of camber formation if suitabeleor/
and cart away un suitable/excess material at distance
23.05 not leass than 6m m2 5,940.00 5,940.00 120.00 6,060.00 9.41 55,895.40 55,895.40 1,129.20 57,024.60
TOTAL FOR SERIES 2000: EARTH WORKS 717,199.70 717,199.70 74,847.18 792,046.88

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 BOQ SUMMERY OF MENDER-50 Page 14

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse

Gravel material productio, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 400.00 900.00 900.00 455.85 182,340.00 - 410,265.00 410,265.00

b distance of 7-14km 7m3 D.T m3 850.50 900.00 900.00 513.97 437,131.49 - 462,573.00 462,573.00
Sub Total 619,471.49 - 872,838.00 872,838.00
SERIES 4000 : DRAINAGE

4100 STONE WORK AND EROSION PROTECTION

41.03 Stone Masonry wall for gully check dam

41.03(a) Cement mortared stone wall (check dam) m3 17.60 - 7,384.62 129,969.31 - - -
Sub Total 129,969.31 - - -
SERIES 5000 : ANCILLARY WORKS

5100 ROAD FURNITURE

5200 Delineation, Markers and Kilometer Posts

52.01 Delineation and Kilometer Posts

52.01(a) Guide posts No 1.00 - 2,012.63 2,012.63 - -

5400 ROAD SIGNS

Sign faces with painted background and area not

exceeding 0.75 sq.m as shown in the drawings.
Concrete supports, Class C 20/20 & Concrete in road
sign footings including excavation and back filling
54.01(a) (Class-C) No 2.00 - 2,670.88 5,341.76 - -
Sub Total 7,354.39 - - -

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 Take Off Sheet #2 Page 15

Dimension Excuted Quantity

No Description Unit Length Width Depth Itemizing Previous Current Total

SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha 2.00 2.00

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 200.00 6.60 0.02 1.00 250.00 30.36 280.36

22.03 Cut to Spoil

22.03(a) Common (Normal) Excavation to spoil m3 200.00 6.60 0.38 1.00 4,570.00 501.60 5,071.60

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 100.00 2.00 0.50 2.00 1,800.00 200.00 2,000.00

2300 Spreading and compaction for camber formation

Side drainage excavation and throwing to the center

the road for use of camber formation if suitable/ and
cart away un suitable/excess material at distance not
23.05 less than 6m m2 200.00 0.60 - 5,940.00 120.00 6,060.00
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse

Gravel material production, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 1,000.00 6.00 0.15 1.00 900.00 900.00

b distance of 7-14km 7m3 D.T m3 1,000.00 6.00 0.15 1.00 900.00 900.00

Contractor Sit Engineer Consultant

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 The BGRS Bureau of Agriculture
የቤኒሻንጉል ጉሙዝ ክልላዊ መንግስት ግብርና ቢሮ
Development Response for Displacent Impact Project (DRDIP)
Paymnet Certificat No-02
የክፍያ ሰርቲፊኬት ቁጥር-02
የገንዘቡ ልክ (ብር)
Project:- Bambasi Woreda Womba refugee camp Road Project Amount (Birr)
ሥራው ዋናው ውል
Location:-Bambasi Woreda Womba refugee camp Main Contract 4,472,040.75
ቦታው ተቀጽላ ውል
Client:- Bambasi Woreda Womba refugee camp RCC Suplimentary Contract
አሰሪው መ/ ቤት የለውጥ ስራ ትዕዛዞች
Contractor : M.B.A.T Construction PLC Variation Orders
የስራ ተቋራጭ ተ.እ.ታ (15%)
Consultant : DRDIP-II Reginal coordination Unit VAT (15%) 670,806.11
አማካሪ ጠቅላላ ድምር
Total Sum 5,142,846.86
ቅድመ ክፍያ (20%)
Advance Payment Amount(20%) 1,028,569.37

የገንዘቡ ልክ (ብር)
Amount (Birr)
አባሪ በሆነው በተሰሩ ስራዎች መለኪያ ሰነድ መሰረት እስከ ዛሬ ድረስ ተቋራጩ የተሰራው ስራ እና ያቀረበው እቃ ዋጋ
2,223,162.32
As per the attached statement the value of work executed and/or material supplied to date is
ተ.እ.ታ 15%
333,474.35
VAT 15%
የበፊት ክፍያ መያዣ ጠቅላላ ድምር ቫትን ጨምሮ
2,556,636.67
Previous Approved Payment Certificat Retention Total Sum With 15% Vat
የክፍያ ሰነድ ቁጥር ቀን የገንዘቡ ልክ (ብር) የገንዘቡ ልክ (ብር) ተቀናሽ የገንዘጉ ልክ
Pay. Cert. No. Date Amount (Birr) Amount (Birr) DEDUCTION AMOUNT (BIRR)
P.C No-1 2,081,029.13 138,735.28 1. አስቀድሞ የተከፈለ
P.C No-2 Previous Payment 2,081,029.13
P.C No-3 2. መቀጫ
Total Sum Penality (10%) performance Security
ጠቅላላ ድምር 2,081,029.13 138,735.28 3. መያዣ
127,831.83
Retention (5 %)
የቅድመ ክፍያ ብር ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ 4. የቅድመ ክፍያ ተቀናሽ
Advance Repay Befor Vat After Vat Advance Repayment 20% 900,276.68
የቅድመ ክፍያ ብር 5. ቅናሽ
Amount of Advance Taken 894,408.15 1,028,569.37 Rebat
በዚህ ክፍያ ሰነድ የተመለሰ ቅድመ ክፍያ ብር ድምር
Amount of Advance repaid Current ly 300,290.94 345,334.58 Total 3,109,137.65
ከዚህ በፊት የተመለሰ ቅድመ ክፍያ ብር የተጣራ ድምር ከተ.እ.ታ (15) በፊት
Amount of Advance Repaid Privously 482,558.35 554,942.10 Net Sum befor Vat (480,435.63)
እስከ አሁን የተመለሰ ቅድመ ክፍያ ተ.እ.ታ 15%
Amount of Advance Repaid To date 782,849.29 900,276.68 V.A.T (72,065.34)
እስከ አሁን ያልተመለሰ ቅድመ ክፍያ የተጣራ ለተቋራጩ የሚከፈል ገንዘብ
Out standing Amount of Advanc 111,558.86 128,292.69 Net Sum due to Contractor (552,500.98)

መያዣ ከተ.እ.ታ በፊት ከተ.እ.ታ በኋላ

Retention Befor Vat After Vat ለስራ ተቋራጩ ብር 2,081,029.13 (ሁለት ሚሊዮን ሰማንያ አንድ ሺ ሃያ ዘጠኝ ከ 13/100 ብር ብቻ 15%
በዚህ ክፍያ የተመለሰ መያዣ ክፍያ ብር ቫትን ጨምሮ) ክፍያ ሊከፈል መቻሉን እናረጋግጣለን፡፡
Amount of Mony Currently Retaind (10,903.45) (10,903.45)
ከዚህ በፊት የተመለሰ መያዣ ክፍያ ብር We certify that the contract is now in titled to the sum of birr 2,081,029.13
Amount of Mony Privously Retaind 138,735.28 138,735.28 (Two Million Eighty One Thousand Twenty Nine and 13/100) With Vat
እስከ አሁን የተመለሰ መያዣ ክፍያ ብር
Amount of Mony To date Retaind 127,831.83 127,831.83

ስራ ተቋራጭ አሰሪው መስሪያ ቤት /አማካሪ

ተጠይቋላል ተረጋግጧል ፀድቋል
Requested Certifid Approved
Name…………………………. Name…………………………. Name………………………….
Posision………………………. Posision………………………. Posision……………………….
Signature………………………. Signature………………………. Signature……………………….
Date……….……………………. Date……….……………………. Date……….…………………….

አሰሪው መስሪያ ቤት /የማህበረሰብ ኮሚቴ

ተረጋግጧል (ማህ /ፕሮጀክት አስ/ኮሚቴ) ፀድቋል (የቀበሌ ልማት ኮሚቴ)
Certifid Approved
Name…………………………. Name………………………….
Signature………………………. Signature……………………….
Date……….……………………. Date……….…………………….
 SUMMERY OF BILL OF QUANTITIES
Executed Amount
Amount
No Work Description Unit Contract Previous Current To date
1 Alignment 1 ETB 2,618,998.49 1,111,581.16 1,111,581.16 2,223,162.32
2 Alignment 2 ETB 1,853,042.26 -

Grand summary Total ETB 4,472,040.75 1,111,581.16 1,111,581.16 2,223,162.32

Contractor's Rep: Supervisor' Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

Page 17
 Summary of Womba Alignment-1
Executed Amount
Amount
No Work Description Unit Contract Previous Current To date
1 SERIES 1000: SITE CLEARANCE ETB 151,562.33 166,813.89 166,813.89
2 SERIES 2000: EARTH WORKS ETB 1,343,326.72 944,767.27 944,767.27
3 SERIES 3000: GRAVEL WEARING COURSE ETB 729,518.00 - -
4 SERIES 4000: DRAINAGE ETB 389,907.94 - -
5 SERIES 5000: ANCILLARY WORKS ETB 4,683.51 - -
Grand summary Total ETB 2,618,998.49 - 1,111,581.16 1,111,581.16

Contractor's Rep: Supervisor' Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

Page 18
 BOQ SUMMERY OF WOMBA Page 19

Employer:- Bambasi Woreda T/RO Transport Office

Payment No-01 Sheet No 3.00

Project:- Bambasi Woreda Community Investment Fund Road
Project Date _____/_____/2016 E.C
Womba Kbele
Consultant : DRDIP Projects coordination office Location Alignment 1 Station 0+000 To 8+780

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 1000 : SITE CLEARANCE

1100 CLEARING AND GRUBBING

11.01 Clearing & Grubbing Ha 1.59 1.75 1.75 95,322.22 151,562.33 - 166,813.89 166,813.89
TOTAL FOR SERIES 1000: SITE CLEARANCE 151,562.33 - 166,813.89 166,813.89

SERIES 2000 : EARTH WORKS

2200 ROADWAY AND BORROW EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment, compaction to

22.01(a) minimum of 95% AASHTO T-180 m3 1,025.60 247.50 247.50 343.78 352,580.77 - 85,085.55 85,085.55

22.03 Cut to Spoil - - - -

22.03(a) Common (Normal) Excavation to spoil m3 6,883.77 6,135.50 6,135.50 104.89 722,038.64 - 643,552.60 643,552.60

2300 Side Ditch Excavation

Side drainage excavation and throwing to the center

of the road for use of camber formation if suitable
or/and cart away unsuitable/excess material at
23.01(a) distance not less than 6m m3 3,184.00 2,103.60 2,103.60 53.34 169,834.56 - 112,206.02 112,206.02

2300 Spereading and compaction for camber formation

Sied drainage excavation and throwing to the center

the road for use of camber formation if suitabeleor/
and cart away un suitable/excess material at distance
23.05 not leass than 6m m2 10,507.20 11,043.90 11,043.90 9.41 98,872.75 - 103,923.10 103,923.10
TOTAL FOR SERIES 2000: EARTH WORKS 1,343,326.72 - 944,767.27 944,767.27

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 BOQ SUMMERY OF WOMBA Page 20

Employer:- Bambasi Woreda T/RO Transport Office

Payment No-01 Sheet No 3.00

Project:- Bambasi Woreda Community Investment Fund Road
Project Date _____/_____/2016 E.C
Womba Kbele
Consultant : DRDIP Projects coordination office Location Alignment 1 Station 0+000 To 8+780

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date
SERIES 3000 : GRAVE WEARING COURSE

3100 Wearing Coarse - - - -

Gravel material productio, loading, unloading,

spreading and compaction[15cm thick compacted]
31.01(a) which is transported from - - - -

16M3 Using DL

a distance of 0-7km 7m3 D.T m3 400.00 - 455.85 182,340.00 - - -

b distance of 7-14km 7m3 D.T m3 850.50 - 513.97 437,131.49 - - -

Sub Total 619,471.49 - - -
SERIES 4000 : DRAINAGE

4100 STONE WORK AND EROSION PROTECTION

41.03 Stone Masonry wall for gully check dam

41.03(a) Cement mortared stone wall (check dam) m3 17.60 - 7,384.62 129,969.31 - - -
Sub Total 129,969.31 - - -
SERIES 5000 : ANCILLARY WORKS

5100 ROAD FURNITURE

5200 Delineation, Markers and Kilometer Posts

52.01 Delineation and Kilometer Posts

52.01(a) Guide posts No 1.00 - 2,012.63 2,012.63 - -

5400 ROAD SIGNS

Sign faces with painted background and area not

exceeding 0.75 sq.m as shown in the drawings.
Concrete supports, Class C 20/20 & Concrete in road
sign footings including excavation and back filling
54.01(a) (Class-C) No 2.00 - 2,670.88 5,341.76 - -
Sub Total 7,354.39 - - -

Contractor's Rep: Supervisor's Rep: Clint's Rep:

Name _________________ Name _________________ Name _________________

 BOQ SUMMERY OF WOMBA Page 21

Employer:- Bambasi Woreda T/RO Transport Office

Payment No-01 Sheet No 3.00

Project:- Bambasi Woreda Community Investment Fund Road
Project Date _____/_____/2016 E.C
Womba Kbele
Consultant : DRDIP Projects coordination office Location Alignment 1 Station 0+000 To 8+780

Executed Quantity Executed Amount

Contract
No Description Unit Quantity Previous Current To date Unit Rate Contract Amount Previous Current To date

Date __________________ Date __________________ Date __________________

Sign ___________________ Sign ___________________ Sign ___________________

 Take Off Sheet #1
Project:- Bambasi Woreda Community Investment Fund Road Project

Employer:- Bambasi Woreda T/RO Transport Office

Location:- Womba Kebele Alignment 1

Contractor : M.B.A.T Construction PLC

Take of sheet for Womba Kebele Alaignment 1
Dimension
Depth
No Description Unit Length Width (Average) Total Quantity

SERIES 1000 : SITE CLEARANCE

11000 CLEARING AND GRUBBING

11.01 Clearing & Grubbing ha 17.53 0.10 1.75

Executed Work ha 1.75

Contractor Rep: Supervisor' Rep: Owner/Clients' Rep:

Name:_______________________ Name _________________ Name _________________

Date:________________________ Date __________________ Date __________________

Signature:____________________ Sign ___________________ Sign ___________________

Project:- Bambasi Woreda Community Investment Fund Road Project

Employer:- Bambasi Woreda T/RO Transport Office

Location:- Womba Kebele Alignment 1

Contractor : M.B.A.T Construction PLC

Take of sheet for Womba Kebele Alaignment 1
Dimension
Depth
No Description Unit Length Width (Average) Total Quantity
SERIES 2000 : EARTH WORKS
ROADWAY AND BORROW
2200 EXCAVATION
22.01 Cut and Borrow to fill

Cut and Borrow to fill/embankment,

compaction to minimum of 95% AASHTO
22.01(a) T-180 m3 275.00 6.00 0.15 247.50
Executed Work ha 247.50

Contractor Rep: Supervisor' Rep: Owner/Clients' Rep:

Name:_______________________ Name _________________ Name _________________
Date:________________________ Date __________________ Date __________________
Signature:____________________ Sign ___________________ Sign ___________________
Project:- Bambasi Woreda Community Investment Fund Road Project

Employer:- Bambasi Woreda T/RO Transport Office

Location:- Womba Kebele Alignment 1

Contractor : M.B.A.T Construction PLC

Take of sheet for Womba Kebele Alaignment 1
Dimension
Depth
No Description Unit Length Width (Average) Total Quantity
SERIES 2000 : EARTH WORKS
ROADWAY AND BORROW
2200 EXCAVATION
22.03 Cut to Spoil

22.03 Common (Normal) Excavation to spoil m3 1,753.00 10.00 0.35 6,135.50

Executed Work m3 6,135.50

Contractor Rep: Supervisor' Rep: Owner/Clients' Rep:

Name:_______________________ Name _________________ Name _________________
Date:________________________ Date __________________ Date __________________
Signature:____________________ Sign ___________________ Sign ___________________
Project:- Bambasi Woreda Community Investment Fund Road Project

Employer:- Bambasi Woreda T/RO Transport Office

Location:- Womba Kebele Alignment 1

Contractor : M.B.A.T Construction PLC

Take of sheet for Womba Kebele Alaignment 1
Dimension
Depth
No Description Unit Length Width (Average) Total Quantity
SERIES 2000 : EARTH WORKS
2300 Side Ditch Excavation

Side drainage excavation and throwing to

the center of the road for use of camber
formation if suitable or/and cart away
unsuitable/excess material at distance not
23.01(a) less than 6m m3 3,506.00 2.00 0.60 2,103.60
Executed Work m3 2,103.60

Contractor Rep: Supervisor' Rep: Owner/Clients' Rep:

Name:_______________________ Name _________________ Name _________________
Date:________________________ Date __________________ Date __________________
Signature:____________________ Sign ___________________ Sign ___________________
Project:- Bambasi Woreda Community Investment Fund Road Project

Employer:- Bambasi Woreda T/RO Transport Office

Location:- Womba Kebele Alignment 1

Contractor : M.B.A.T Construction PLC

Take of sheet for Womba Kebele Alaignment 1
Dimension
Depth
No Description Unit Length Width (Average) Total Quantity
SERIES 2000 : EARTH WORKS
2300 Side Ditch Excavation

Side drainage excavation and throwing to

the center of the road for use of camber
formation if suitable or/and cart away
unsuitable/excess material at distance not
23.05 less than 6m m2 1,753.00 6.30 11,043.90
Executed Work m2 11,043.90

Contractor Rep: Supervisor' Rep: Owner/Clients' Rep:

Name:_______________________ Name _________________ Name _________________
Date:________________________ Date __________________ Date __________________
Signature:____________________ Sign ___________________ Sign ___________________