K2N
PROJECT
HAWASSA UNIVERSITY
HAWASSA UNIVERSITY EXPANSION
Architecture and Engineering
Consultancy plc
Addis Ababa, Ethiopia
PROJECT Tel. +251 930 07 76 03, +251 118 96 58 04 Fax. +251 116 620364
PACKAGE I, LOT II www.k2nconsultants.com Email : info@k2nconsultants.com
Avails Proffesional Excellence
Loction: Hawassa
1
Hawassa University
IPC
Client:
Consultant/Architect: K2N Architecture and Engineering consultancy
Contractor: Meskon Construction
Contract No.:
Date of Contract March 15/2013
Signing:
Date of certificate: August 27, 2013 Amount in
Block type: Librray, Dinning halls, Main & Kitchen Birr
Main Contract ###
Supplementary Contract No1
Supplementary Contract No2
Variation Orders No 1
INTERIM PAYMENT - 01 Variation Orders No 2
SUM 255,336,398.70
15% VAT 38,300,459.80
Total Sum ###
PREVIOUS PAYMENTS
No. Date Amount Birr VAT Amount in
Advance 1-As per the attached statement the value
of work executed and /or materials supplied
Birr
Phase I 27,142,259.18 ### by the contractor to date is ………………. 559,066.08
Phase II 13,425,587.84 ### DEDUCTION AMOUNT(BIRR)
Phase III 10,499,432.71 ### 2.Total Previous Payme -
payments 3.Rebate(0%) -
1 4.Retention 5% 27,953.30
2 5.Penalty
3 6.Material Delivered
4 7.Total Deduction 27,953.30
5 8.Net Sum Before Advance Repayment & VA 531,112.78
6 9.Advance Repayment (20 %) 111,813.22
7 10.Net Sum After Advance Repayment 419,299.56
8 11.VAT 15% 62,894.93
9 12.Total sum to the Contractor 482,194.50
10
11
12
13
14
15
16
17 VAT PAYMENT CHECK
18 13-Total Excuted Amount (1) 559,066.08
19 14-VAT Retention (15% X 4) 4,193.00
20 15-material cost deduction (6) -
Total Sum - - 16-Excuted amount after material deduction (13-15) 559,066.08
17-Total 15%VAT (15% X 16) 83,859.91
ADVANCE PAYMENT CHECK 18-Advance VAT Repayment (20%) 16,771.98
Amount of advance taken Birr 51,067,279.73 7,660,091.96 19-Total previous vat payed -
Amount of advance repaid Birr 111,813.22 16,771.98 20-Net payable VAT for this payment (17-18-19-14) 62,894.93
Outstanding advance repaid Birr 50,955,466.51 7,643,319.98 20-Total payment due to the contractor including 15% VAT (18+10) 482,194.50
We certify that the Contractor is 482,194.50
now entitled to the sum of Birr
Seven million eight hundred fifty one thousand
eight hundred three and 56/100 birr only.
PREPARED and CERTIFIED BY CHECKED BY APPROVED BY
K2N Arch. & Eng. Consult Hawassa Uni. Hawassa Uni.
[Resident Engineer] [Authorized Personnel]
Sign and seal Sign and seal Sign and seal
PROJECT
Allied Chemicals Factory
ALLIED CHEMICALS OFFICE BUILDING
Adama, Ethiopia
Loction: Adama
2
Allied Chemicals Plc
IPC
Client:
Consultant/Architect: ADCon Engineering
Contractor: Bahet Construction Eng. and Tecnique
Contract No.:
Date of Contract June 22/2015
Signing:
Date of certificate: October 15, 2015 Amount in
Block type: Office Building Birr
Main Contract 3,340,226.65
Rebate (5%) -167,011.33
Supplementary Contract No2
Variation Orders No 1
INTERIM PAYMENT - 02 Variation Orders No 2
SUM 3,173,215.32
15% VAT 475,982.30
Total Sum 3,649,197.62
PREVIOUS PAYMENTS
No. Date Amount Birr VAT Amount in
Advance 1-As per the attached statement the value
of work executed and /or materials supplied
Birr
Phase I 634,643.06 95,196.46 by the contractor to date is ………………. 559,066.08
Phase II DEDUCTION AMOUNT(BIRR)
Phase III 2.Total Previous Payme 260,836.01
payments 3.Rebate(5%) -
1 1st payment 260,836.01 39,125.40 4.Retention 5% 27,953.30
2 5.Penalty
3 6.Material Delivered
4 7.Total Deduction 288,789.31
5 8.Net Sum Before Advance Repayment & VA 270,276.77
6 9.Advance Repayment (20 %) 111,813.22
7 10.Net Sum After Advance Repayment 158,463.55
8 11.VAT 15% 23,769.53
9 12.VAT Retention this payment(15% X 4)
10 13.VAT payment (11+12) 23,769.53
11 14.Previous payed VAT Retention -
12 15.Net payable VAT for this payment (13-14) 23,769.53
13 16.Total sum to the Contractor 182,233.09
14
15
16
17 VAT PAYMENT CHECK
18 17-Total Excuted Amount (1) 559,066.08
19 18-VAT Retention (15% X 4) 4,193.00
20 19-material cost deduction (6) -
Total Sum 260,836.01 39,125.40 20-Excuted amount after material deduction (17-19) 559,066.08
21-Total 15%VAT (15% X 20) 79,666.92
ADVANCE PAYMENT CHECK 22-Advance VAT Repayment (20%) 16,771.98
Amount of advance taken Birr 634,643.06 95,196.46 23-Total previous VAT payed 39,125.40
Amount of advance repaid Birr 111,813.22 16,771.98 24-Net payable VAT for this payment (21-22-23) 23,769.53
Outstanding advance repaid Birr 522,829.85 78,424.48 25-Total payment due to the contractor including 15% VAT (24 182,233.09
We certify that the Contractor is 182,233.09
now entitled to the sum of Birr
One hundred eighty two thousand two hundred
thirty three and 09/100 birr only.
PREPARED and CERTIFIED BY CHECKED BY APPROVED BY
Michael Aregay [Engineer] ADCon Engineering Allied Chemicals Plc
[Project Engineer] [Authorized Personnel]
Sign and seal Sign and seal Sign and seal
project : - Allied Chemicals Factory Building
Block Type :- Office Building
Client :- Allied Chemicals Plc
Consultant :- ADCon Engineering
Contractor :- Bahet Construction Engineering and Technique Services plc
Grand Summary
Sub Total /Birr/ Total /Birr/
Item Description
Contract Executed Contract Executed
1 Office Building 3,173,215.32 559,066.08
Total 3,173,215.32 559,066.08
Grand Total 3,173,215.32 559,066.08
I/We_____________________here by certify that the above figures are correct and that the total value o
executed /accounted and/or materials delivered on site to date 559,066.08
_________________ __________________ __________________
Contractor Consultant Supervisor (Inspector)
project : - Allied Chemicals Factory Building
Block Type :- Office Building
Client :- Allied Chemicals Plc
Consultant :- ADCon Engineering
Contractor :- Bahet Construction Engineering and Technique Services plc
Office Building Summary
Sub Total /Birr/ Total /Birr/
Item Description
Contract Executed Contract Executed
A. SUB STRUCTURE
1 Excavation & Earth Work 191,343.00 131,635.20
2 Concrete Work 191,732.20 161,897.20
3 Masonry Work 51,200.30 88,817.45
Sub Total A 434,275.50 382,349.85
4 Concrete Work 982,937.75 206,140.76
5 Block Work 82,997.60
6 Thermal & Moisture Protect 221,375.00
7 PVC, Aluminum & Metal Wo 312,443.60
8 Finishing 855,039.70
9 Glazing 35,275.00
10 Painting 151,392.50
11 Site Work 24,290.00
12 Sanitary Work 181,950.00
13 Electrical Work 58,250.00
Sub Total B 2,905,951.15 206,140.76
Total A+B ### 588,490.61
Rebate (5%) 167,011.33 29,424.53
Grand Total ### 559,066.08
I/We________________________here by certify that the above figures are correct and that the total value of wor
accounted and/or materials delivered on site to date i 559,066.08
___________________ ___________________ __________________
Contractor Consultant Supervisor (Inspector)
project : - Allied Chemicals Factory Building Office Building
Block Type :- Factory Building Statement of
Client :- Allied Chemicals Plc
Consultant :- ADCon Engineering Plc works
Contractor :- Bahet Construction Engineering & Technique Services plc
Contrac Executed quantity Total amount executed
Ite
t Unit Contract
m Description Unit
quantit rate amount(birr) Previous This pay't Total-to- Unit rate Previous This Total-to-
no executed executed date (birr) pay't(Birr) date(Birr)
y
A-SUB-STRUCTURE
1-Excavation,
The contractor Earthworks
is responsible & Clearings
for covering any damage of
utility lines and care shall be taken even for all types of
unforseen utility line damages while the work is
performed or during work progress.
EXCAVATION & EARTH WORK
ORDINARY SOIL EXCAVATION (O.G.L Surveying data
Site
shallclearing
be takenand) removing of the top 200mm Organic
ordinary soil. It includes removing of trees, brushs,
1.1 vegetation, rubbish, fences and all other objectionable
materials. m² 335.98 10.00 3,359.80 335.98 335.98 10.00 3,359.80 - 3,359.80
BULK EXCAVATION
Bulk excavtion to reduce the NGL to a depth not
1.2 Excavation
exceeding 800 mm from
for isolated avg. Natural
footing ground
to a depth not level &
exceeding m³
1500mm offset areafinish
from bulk from level
building line.
for foundation 268.78 60.00 16,126.80 201.59 201.59 60.00 12,095.40 - 12,095.40
PIT EXCAVATION
improvements compaction is required before lean - - - - - -
concreting.
1.3 Ditto Item 1.3 but below 1500mm but not exceeding m³ 210.96 70.00 14,767.20 200.13 200.13 70.00 14,009.10 - 14,009.10
1.4 3000mm. m³ 77.35 80.00 6,188.00 - 80.00 - - -
TRENCH EXCAVATION
1.5
Excavation for trench to a depth not exceeding 150cm m³
from reeduced ground level. 103.95 60.00 6,237.00 57.42 49.96 107.38 60.00 3,445.20 2,997.60 6,442.80
BACK FILL
Granular selected & imported backfill around footing and
1.6 foundation column. Compaction shall be made in layers m³
of 200mm with roller and by sprinkling water to achieve
the required
Granular proctor
selected density. backfill under hardcore,
& imported 244.50 180.00 44,010.00 158.93 158.93 180.00 28,607.40 - 28,607.40
compaction shall be made in layers of 20cm with roller
1.7 and by sprinkiling water to achieve the required proctor m³
density.
Granular selected & imported backfill around masonry 167.99 180.00 30,238.20 79.62 79.62 180.00 14,331.60 - 14,331.60
wall, compaction shall be made in layers of 20cm with
1.8 roller and by sprinkiling water to achieve the required m³
proctor density. 51.98 180.00 9,356.40 28.71 28.71 180.00 5,167.80 - 5,167.80
HARD CORE
Hard core 250mm thick with basaltic stone or equivalent,
1.10 blinded with 20mm crushed aggregate. (Quality approval m³
is required before transporting the material from quarry
to the construction site.) 262.58 80.00 21,006.40 199.06 199.06 80.00 15,924.80 - 15,924.80
DISPOSAL
Cartaway surplus excavated material to a distance not
1.10 exceeding 5kms. The contractor is responsible for m³
permission from relevant authorities. 728.24 55.00 40,053.20 526.34 49.96 576.30 55.00 28,948.70 2,747.80 31,696.50
SUB TOTAL EXCAVATION & EARTH WORK ETH BIRR 191,343.00 ### 5,745.40 131,635.20
__________________ Contractor _______________Site supervisor ___________________Consultant
project : - Allied Chemicals Factory Building Office Building
Block Type :- Factory Building Statement of
Client :- Allied Chemicals Plc
Consultant :- ADCon Engineering Plc works
Contractor :- Bahet Construction Engineering & Technique Services plc
Contrac Executed quantity Total amount executed
Ite
t Unit Contract
m Description Unit
quantit rate amount(birr) Previous This pay't Total-to- Unit rate Previous This Total-to-
no executed executed date (birr) pay't(Birr) date(Birr)
y
.
2. CONCRETE WORKS
LEAN CONCRETE
LEAN CONCRETE / Grade C-5 with minimum cement
2.1 content 150kg/m /, Shall be laid on Inspected areas for all
3
levelling, bedding improvement, & hand machine
compacted
a) Footingsconditions. It should
/pits shall be be smoothly
Inspected finished.
for all levelling &
hand machine compaction before applying lean
m2
concrete./
b) Under masonry wall /computed by+100 mm width 101.60 85.00 8,636.00 97.10 5.12 102.22 85.00 8,253.50 435.20 8,688.70
addition/ m2 41.58 85.00 3,534.30 13.37 19.98 33.35 85.00 1,136.45 1,698.30 2,834.75
c) Under grade beam /computed by+100 mm width
addition/ m2 59.82 85.00 5,084.70 28.71 28.71 85.00 2,440.35 - 2,440.35
REINFORCED CONCRETE
Reinforced concrete grade C-25 concrete (laboratory
tested) with minimum cement content of 360kg/m3 in
2.2 Ordinary Portland Cement cast into formworks and
vibrated around rod reinforcement bars. (Steel
reinforcement and formworks measured separately).
a) In footing m³ 39.64 1,050.00 41,622.00 44.46 2.25 46.71 1,050.00 46,683.00 2,362.50 49,045.50
b) In foundation columns m³ 4.34 1,050.00 4,557.00 3.52 0.42 3.94 1,050.00 3,696.00 441.00 4,137.00
c) In grade beam m³ 17.95 1,050.00 18,847.50 12.63 3.00 15.63 1,050.00 13,261.50 3,150.00 16,411.50
d) In 10cm thick ground floor slab m³ 262.58 105.00 27,570.90 - 105.00 - - -
FORMWORK
Provide, cut and fix in position sawn zigba, steel, panel
wood or appropriate formwork thereto.Forms shall be
constructed to fare faced, the exact sizes, shapes lines
and dimensions shown and as required to obtain accurate
2.3 alignment, location grade, level and plumb work in
finished structures. Provision shall be made for openings,
offset, sinking, keyways, recesses, moldings, reglets,
chamfers, blockings, screeds bullheads, anchorages,
inserts and other features.
a) Footing m2 60.62 200.00 12,124.00 68.44 6.10 74.54 200.00 13,688.00 1,220.00 14,908.00
b) Foundation columns m2 82.86 200.00 16,572.00 43.20 5.10 48.30 200.00 8,640.00 1,020.00 9,660.00
c) To grade beam m2 55.32 200.00 11,064.00 115.56 25.97 141.53 200.00 23,112.00 5,194.00 28,306.00
REINFORCEMENT
Steel reinforcementBARS
according to structural design. Price
shall include cutting, bending, placing in position and
2.5 tying wires. All deformed bars as per the quality
requirement.
a) Diameter 8mm kg 1,152.49 4.50 5,186.21 719.85 87.26 807.11 4.50 3,239.34 392.65 3,631.99
b) Diameter 14mm kg 1,563.85 4.50 7,037.33 1,430.92 81.24 1,512.16 4.50 6,439.12 365.60 6,804.72
c) Diameter 16mm kg 1,758.23 4.50 7,912.04 1,605.94 70.11 1,676.05 4.50 7,226.72 315.48 7,542.21
d) Diameter 20mm kg 1,386.88 4.50 6,240.96 1,386.88 276.78 1,663.66 4.50 6,240.95 1,245.53 7,486.48
__________________ Contractor _______________Site supervisor ___________________Consultant
project : - Allied Chemicals Factory Building Office Building
Block Type :- Factory Building Statement of
Client :- Allied Chemicals Plc
Consultant :- ADCon Engineering Plc works
Contractor :- Bahet Construction Engineering & Technique Services plc
Contrac Executed quantity Total amount executed
Ite
t Unit Contract
m Description Unit
quantit rate amount(birr) Previous This pay't Total-to- Unit rate Previous This Total-to-
no executed executed date (birr) pay't(Birr) date(Birr)
y
SUB TOTAL CONCRETE WORK ETH BIRR 175,988.93 ### 17,840.26 161,897.20
3. MASONRY WORKS
STONE MASONRY
50cm thick stone masonry bedded in cement mortar (1:3)
3.1 m³
mix below NGL. price shall include cement mortar. 39.85 985.00 39,252.25 65.20 24.97 90.17 985.00 64,222.00 24,595.45 88,817.45
3.2 Ditto item 3.1 but above NGL and to be plastered. m³ 12.13 985.00 11,948.05 - - 985.00 - - -
SUB TOTAL CONCRETE WORK ETH BIRR 51,200.30 64,222.00 24,595.45 88,817.45
B-SUPER-STRUCTURE
4. CONCRETE WORKS
REINFORCED CONCRETE
Reinforced concrete grade C-25 concrete (laboratory
tested) with minimum cement content of 360kg/m3 in
4.1 Ordinary Portland Cement cast into formworks and
vibrated around rod reinforcement bars. (Steel
reinforcement and formworks measured separately).
a) In elevation columns m³ 34.70 1,050.00 36,429.75 6.99 0.77 7.76 1,050.00 7,339.50 808.50 8,148.00
b) In beams for all floors, roof, tie beams and lintels m³ 80.78 1,050.00 84,819.00 15.70 15.70 1,050.00 - 16,485.00 16,485.00
c) In 15cm thick floor slab m2 1,203.21 157.50 189,505.58 246.37 246.37 157.50 - 38,803.28 38,803.28
d) In stair and supporting structure m³ 13.92 1,050.00 14,616.00 3.35 3.35 1,050.00 - 3,517.50 3,517.50
FORMWORK
Provide, cut and fix in position sawn zigba, steel, panel
wood or appropriate formwork thereto.Forms shall be
constructed to fare faced, the exact sizes, shapes lines
and dimensions shown and as required to obtain accurate
4.2 alignment, location grade, level and plumb work in
finished structures. Provision shall be made for openings,
offset, sinking, keyways, recesses, moldings, reglets,
chamfers, blockings, screeds bullheads, anchorages,
inserts and other features.
a) To elevation column m2 425.25 200.00 85,050.00 85.59 25.15 110.74 200.00 17,118.00 5,030.00 22,148.00
b) To beams for all floors, roof, tie beams and lintels m2 373.32 200.00 74,664.00 116.18 116.18 200.00 - 23,236.00 23,236.00
c) To 15cm thick floor slab m2 1,336.90 200.00 267,380.00 246.37 246.37 200.00 - 49,274.00 49,274.00
d) To stair and supporting structure m2 243.48 200.00 48,696.00 28.33 28.33 200.00 - 5,666.00 5,666.00
REINFORCEMENT
Steel reinforcementBARS
according to structural design. Price
shall include cutting, bending, placing in position and
4.3 tying wires. All deformed bars as per the quality
requirement.
a) Diameter 8mm kg 6,853.70 4.50 30,841.65 130.69 1,227.65 1,358.34 4.50 588.13 5,524.41 6,112.53
b) Diameter 10mm kg ### 4.50 47,938.05 - 2,130.58 2,130.58 4.50 - 9,587.59 9,587.59
c) Diameter 12mm kg 2,446.65 4.50 11,009.93 - 489.33 489.33 4.50 - 2,201.99 2,201.99
__________________ Contractor _______________Site supervisor ___________________Consultant
project : - Allied Chemicals Factory Building Office Building
Block Type :- Factory Building Statement of
Client :- Allied Chemicals Plc
Consultant :- ADCon Engineering Plc works
Contractor :- Bahet Construction Engineering & Technique Services plc
Contrac Executed quantity Total amount executed
Ite
t Unit Contract
m Description Unit
quantit rate amount(birr) Previous This pay't Total-to- Unit rate Previous This Total-to-
no executed executed date (birr) pay't(Birr) date(Birr)
y
d) Diameter 14mm kg 5,484.25 4.50 24,679.13 - 1,096.85 1,096.85 4.50 - 4,935.81 4,935.81
e) Diameter 16mm kg 7,323.90 4.50 32,957.55 - 1,394.87 1,394.87 4.50 - 6,276.90 6,276.90
f) Diameter 20mm kg 7,634.75 4.50 34,356.38 1,526.95 639.31 2,166.26 4.50 6,871.26 2,876.89 9,748.15
SUB TOTAL CONCRETE WORK ETH BIRR 982,943.00 31,916.89 ### 206,140.76
__________________ Contractor _______________Site supervisor ___________________Consultant
PROJECT
Allied Chemicals Factory
ALLIED CHEMICALS OFFICE BUILDING
Adama, Ethiopia
Loction: Adama
1
Allied Chemicals Plc
IPC
Client:
Consultant/Architect: ADCON Engineering
Contractor: Bahet Construction Eng. and Tecnique
Contract No.:
Date of Contract June 22/2015
Signing:
Date of certificate: September 5, 2015 Amount in
Block type: Office Building Birr
Main Contract 3,173,215.32
Rebate (5%) -158,660.77
Supplementary Contract No2
Variation Orders No 1
INTERIM PAYMENT - 01 Variation Orders No 2
SUM 3,014,554.56
15% VAT 452,183.18
Total Sum 3,466,737.74
PREVIOUS PAYMENTS
No. Date Amount Birr VAT Amount in
Advance 1-As per the attached statement the value
of work executed and /or materials supplied
Birr
Phase I 602,910.91 90,436.64 by the contractor to date is ………………. 559,066.08
Phase II DEDUCTION AMOUNT(BIRR)
Phase III 2.Total Previous Payme -
payments 3.Rebate(5%) -
1 4.Retention 5% 27,953.30
2 5.Penalty
3 6.Material Delivered
4 7.Total Deduction 27,953.30
5 8.Net Sum Before Advance Repayment & VA 531,112.78
6 9.Advance Repayment (20 %) 111,813.22
7 10.Net Sum After Advance Repayment 419,299.56
8 11.VAT 15% 62,894.93
9 12.VAT Retention this payment(15% X 4)
10 13.VAT payment (11+12) 62,894.93
11 14.Previous payed VAT Retention -
12 15.Net payable VAT for this payment (13-14) 62,894.93
13 16.Total sum to the Contractor 482,194.50
14
15
16
17 VAT PAYMENT CHECK
18 17-Total Excuted Amount (1) 559,066.08
19 18-VAT Retention (15% X 4)
20 19-material cost deduction (6) -
Total Sum - - 20-Excuted amount after material deduction (17-19) 559,066.08
21-Total 15%VAT (15% X 20) 79,666.92
ADVANCE PAYMENT CHECK 22-Advance VAT Repayment (20%) 16,771.98
Amount of advance taken Birr 602,910.91 90,436.64 23-Total previous VAT payed -
Amount of advance repaid Birr 111,813.22 16,771.98 24-Net payable VAT for this payment (21-22-23) 62,894.93
Outstanding advance repaid Birr 491,097.69 73,664.65 25-Total payment due to the contractor including 15% VAT (24 482,194.50
We certify that the Contractor is 482,194.50
now entitled to the sum of Birr
Two hundred sixty four thousand two hundred
fifty and 25/100 birr only.
PREPARED and CERTIFIED BY CHECKED BY APPROVED BY
Michael Aregay [Engineer] Tadele [Engineer] Allied Chemicals Plc
[Project Engineer] [Authorized Personnel]
Sign and seal Sign and seal Sign and seal
