TOTAL COST INCLUDING MATERIALS

(FULL CONTRACT) FOR THE

CONSTRUCTION OF KEL AGRO
INDUSTRY FOR SUBSTRUCTURE WORK
 SUMMARY SHEET

Owner : KEL Agro Industry PLC.

Location- Mekelle
Total Amount in
No Discription unit ETB

1 Work shop (soap.., noodle, packaging… ) Birr 30,162,184.00

2 Product Store Birr 15,609,892.00

3 Chemical Store Birr 8,468,158.00

4 Work shop & Utilities Birr 3,594,666.00

5 Refining plant Birr 5,280,610.00

6 Changing room Birr 1,280,225.00

7 Pump & Control room Birr 1,373,410.00

8 Power , Fire hydrant Birr 652,610.00

9 Residence Birr 1,168,760.00

10 Office & Canteen G+4 Birr 9,467,822.00

11 Watch Tower Birr 119,721.20

12 Guard House Birr 220,150.20

13 Weight control room Birr 459,700.20

15 Fire fighting water tanker Birr 1,575,127.00

16 Tank Farm Birr 12,698,525.00

17 Septic tank Birr 931,322.50

18 Fence Work Birr 4,607,050.00

Sub Total Birr 97,669,933.10

vat 15 % Birr 14,650,489.96

Grand Total Birr 112,320,423.07
 SUMMARY SHEET
Title - Soap.., packaging, plastic.. shop
Owner : KEL Agro Industry PLC.
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 8,927,901.00
2 Concrete work Birr 18,810,388.00
3 Masonry work Birr 2,423,895.00
Sub total (A)……… Birr 30,162,184.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Soap.., packaging, plastic.. shop
Owner : KEL Agro Industry work shop1
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 9468.00 45.00 426,060.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 4734.00 300.00 1,420,200.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 309.76 400.00 123,904.00
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 185.86 500.00 92,928.00
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 856.50 400.00 342,600.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 4052.60 400.00 1,621,040.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 7979.72 250.00 1,994,929.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 9082.00 320.00 2,906,240.00
Total carried to summary 8,927,901.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-30 with minimum cement content of 400kg
cemnet /m3 filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 449.34 200.00 89,868.00

b) In footing pad m3 81.92 8,500.00 696,320.00
c)In foundation column m3 15.36 8,500.00 130,560.00
d) In grade beam m3 57.10 8,500.00 485,350.00
e)15cm thick floor slab C25 (360kg cement /m3) m2 9082.00 780.00 7,083,960.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 192.00 500.00 96,000.00
b. In foundation column m2 204.80 600.00 122,880.00
c. In grade beam m2 456.80 500.00 228,400.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 50309.00 150.00 7,546,350.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 5520.00 150.00 828,000.00
e. Ǿ 16 mm deformed bar kg 10018.00 150.00 1,502,700.00
supply and install anchoring j bolt 4M24 No 0.00 -
Total carried to summar 18,810,388.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 485.35 4,200.00 2,038,470.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 85.65 4,500.00 385,425.00
Total carried to summary 2,423,895.00
ENGINEERING STIMATION
 SUMMARY SHEET
Title - ProductStore
Owner : KEL Agro Industry PLC.
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 4,378,523.00
2 Concrete work Birr 9,647,984.00
3 Masonry work Birr 1,583,385.00
Sub total (A)……… Birr 15,609,892.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Product Store
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 4462.00 45.00 200,790.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 2231.00 300.00 669,300.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 227.48 400.00 90,992.00
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 136.49 500.00 68,244.00
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 559.50 400.00 223,800.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 1949.80 400.00 779,920.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 4046.87 250.00 1,011,717.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 4168.00 320.00 1,333,760.00
Total carried to summary 4,378,523.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-30 with minimum cement content of 400kg
cemnet /m3 filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 306.82 200.00 61,364.00

b) In footing pad m3 60.16 8,500.00 511,360.00
c)In foundation column m3 11.28 8,500.00 95,880.00
d) In grade beam m3 37.30 8,500.00 317,050.00
e)15cm thick floor slab C25 (360kg cement /m3) m2 4168.00 780.00 3,251,040.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 141.00 500.00 70,500.00
b. In foundation column m2 150.40 600.00 90,240.00
c. In grade beam m2 298.40 500.00 149,200.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 23173.00 150.00 3,475,950.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 4010.00 150.00 601,500.00
e. Ǿ 16 mm deformed bar kg 6826.00 150.00 1,023,900.00
supply and install anchoring j bolt 4M24 No 0.00 - -
Total carried to summar 9,647,984.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 317.05 4,200.00 1,331,610.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 55.95 4,500.00 251,775.00
Total carried to summary 1,583,385.00
ENGINEERING STIMATION
 SUMMARY SHEET
Title - Chemical Store
Owner : KEL Agro Industry PLC.
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 2,232,902.00
2 Concrete work Birr 5,250,416.00
3 Masonry work Birr 984,840.00
Sub total (A)……… Birr 8,468,158.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Chemical Store
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 2231.00 45.00 100,395.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 1115.50 300.00 334,650.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 135.52 400.00 54,208.00
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 81.31 500.00 40,656.00
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 348.00 400.00 139,200.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 984.40 400.00 393,760.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 2126.53 250.00 531,633.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 1995.00 320.00 638,400.00
Total carried to summary 2,232,902.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-30 with minimum cement content of 400kg
cemnet /m3 filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 187.68 200.00 37,536.00

b) In footing pad m3 31.50 8,500.00 267,750.00
c)In foundation column m3 6.72 8,500.00 57,120.00
d) In grade beam m3 23.20 8,500.00 197,200.00
e)15cm thick floor slab C25 (360kg cement /m3) m2 1995.00 780.00 1,556,100.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 84.00 500.00 42,000.00
b. In foundation column m2 89.60 600.00 53,760.00
c. In grade beam m2 185.60 500.00 92,800.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 12041.00 150.00 1,806,150.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 3100.00 150.00 465,000.00
e. Ǿ 16 mm deformed bar kg 4500.00 150.00 675,000.00
supply and install anchoring j bolt 4M24 No 0.00 -
Total carried to summar 5,250,416.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 197.20 4,200.00 828,240.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 34.80 4,500.00 156,600.00
Total carried to summary 984,840.00
ENGINEERING STIMATION
 SUMMARY SHEET
Title - Work shop & Utilities
Owner : KEL Agro Industry PLC.
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 892,694.00
2 Concrete work Birr 2,165,052.00
3 Masonry work Birr 536,920.00
Sub total (A)……… Birr 3,594,666.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Workshop & Utilities
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 833.00 45.00 37,485.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 416.50 300.00 124,950.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 77.44 400.00 30,976.00
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 46.46 500.00 23,232.00
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 186.00 400.00 74,400.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 382.00 400.00 152,800.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 893.00 250.00 223,251.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 705.00 320.00 225,600.00
Total carried to summary 892,694.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-30 with minimum cement content of 400kg
cemnet /m3 filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 71.96 200.00 14,392.00

b) In footing pad m3 18.00 8,500.00 153,000.00
c)In foundation column m3 3.84 8,500.00 32,640.00
d) In grade beam m3 12.40 8,500.00 105,400.00
e)15cm thick floor slab C25 (360kg cement /m3) m2 705.00 900.00 634,500.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 48.00 500.00 24,000.00
b. In foundation column m2 51.20 600.00 30,720.00
c. In grade beam m2 99.20 500.00 49,600.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 4270.00 150.00 640,500.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 1208.00 150.00 181,200.00
e. Ǿ 16 mm deformed bar kg 1994.00 150.00 299,100.00
supply and install anchoring j bolt 4M24 No 0.00 -
Total carried to summar 2,165,052.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 105.40 4,300.00 453,220.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 18.60 4,500.00 83,700.00
Total carried to summary 536,920.00
ENGINEERING STIMATION
 SUMMARY SHEET
Title - Refining Plant
Owner : KEL Agro Industry PLC.
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 1,172,995.00
2 Concrete work Birr 3,670,380.00
3 Masonry work Birr 437,235.00
Sub total (A)……… Birr 5,280,610.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Refining Plant
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 638.00 45.00 28,710.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 319.00 300.00 95,700.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 441.00 400.00 176,400.00
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 294.00 500.00 147,000.00
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 154.50 400.00 61,800.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 316.20 400.00 126,480.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 1336.10 250.00 334,025.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 634.00 320.00 202,880.00
Total carried to summary 1,172,995.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-30 with minimum cement content of 400kg
cemnet /m3 filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 241.75 200.00 48,350.00

b) In footing pad m3 151.20 8,500.00 1,285,200.00
c)In foundation column m3 30.72 8,500.00 261,120.00
d) In grade beam m3 23.00 8,500.00 195,500.00
e)15cm thick floor slab C25 (360kg cement /m3) m2 634.00 900.00 570,600.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 201.60 500.00 100,800.00
b. In foundation column m2 153.60 600.00 92,160.00
c. In grade beam m2 184.00 500.00 92,000.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 3850.00 150.00 577,500.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 1125.00 150.00 168,750.00
e. Ǿ 16 mm deformed bar kg 1856.00 150.00 278,400.00
supply and install anchoring j bolt 4M24 No 0.00 -
Total carried to summar 3,670,380.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 87.55 4,200.00 367,710.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 15.45 4,500.00 69,525.00
Total carried to summary 437,235.00
 SUMMARY SHEET
Title - Changing room]
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 257,375.00
2 Concrete work Birr 640,350.00
3 Masonry work Birr 382,500.00
Sub total (A)……… Birr 1,280,225.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Changing room
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 265.00 45.00 11,925.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 132.50 300.00 39,750.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 0.00 - -
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 150.00 400.00 60,000.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 184.25 400.00 73,700.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 225.00 320.00 72,000.00
Total carried to summary 257,375.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 50.00 200.00 10,000.00

b) In footing pad m3 0.00 - -
c)In foundation column m3 0.00 - -
d) In grade beam m3 14.50 8,500.00 123,250.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 225.00 900.00 202,500.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 0.00 - -
b. In foundation column m2 0.00 - -
c. In grade beam m2 123.20 500.00 61,600.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 500.00 150.00 75,000.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 1120.00 150.00 168,000.00
e. Ǿ 16 mm deformed bar kg 0.00 150.00 -
Total carried to summar 640,350.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 75.00 4,200.00 315,000.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 15.00 4,500.00 67,500.00
Total carried to summary 382,500.00
 SUMMARY SHEET
Title - Pump & control room
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 124,660.00
2 Concrete work Birr 1,057,500.00
3 Masonry work Birr 191,250.00
Sub total (A)……… Birr 1,373,410.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Pump & Control room
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 140.00 45.00 6,300.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 70.00 300.00 21,000.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 0.00 - -
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 75.00 400.00 30,000.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 90.00 400.00 36,000.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 98.00 320.00 31,360.00
Total carried to summary 124,660.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 25.00 200.00 5,000.00

b) In footing pad m3 0.00 - -
c)In foundation column m3 0.00 - -
d) In grade beam m3 5.00 8,500.00 42,500.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 98.00 8,500.00 833,000.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 0.00 - -
b. In foundation column m2 0.00 - -
c. In grade beam m2 48.00 500.00 24,000.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 300.00 150.00 45,000.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 720.00 150.00 108,000.00
e. Ǿ 16 mm deformed bar kg 0.00 - -
Total carried to summar 1,057,500.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 37.50 4,200.00 157,500.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 7.50 4,500.00 33,750.00
Total carried to summary 191,250.00
 SUMMARY SHEET
Title - Power , Fire hydrant room
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 130,660.00
2 Concrete work Birr 330,700.00
3 Masonry work Birr 191,250.00
Sub total (A)……… Birr 652,610.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Power , Fire hydrant room
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 140.00 45.00 6,300.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 70.00 300.00 21,000.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 0.00 - -
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 90.00 400.00 36,000.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 90.00 400.00 36,000.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 98.00 320.00 31,360.00
Total carried to summary 130,660.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 25.00 200.00 5,000.00

b) In footing pad m3 0.00 - -
c)In foundation column m3 0.00 - -
d) In grade beam m3 5.00 8,500.00 42,500.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 98.00 900.00 88,200.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 0.00 - -
b. In foundation column m2 0.00 - -
c. In grade beam m2 48.00 500.00 24,000.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 320.00 150.00 48,000.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 820.00 150.00 123,000.00
e. Ǿ 16 mm deformed bar kg 0.00 - -
Total carried to summar 330,700.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 37.50 4,200.00 157,500.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 7.50 4,500.00 33,750.00
Total carried to summary 191,250.00
ENGINEERING STIMATION
 SUMMARY SHEET
Title - Staff Residence
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 259,535.00
2 Concrete work Birr 584,100.00
3 Masonry work Birr 325,125.00
Sub total (A)……… Birr 1,168,760.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Staff Residence
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 265.00 45.00 11,925.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 132.50 300.00 39,750.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 0.00 - -
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 195.00 400.00 78,000.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 146.25 400.00 58,500.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 223.00 320.00 71,360.00
Total carried to summary 259,535.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 65.00 200.00 13,000.00

b) In footing pad m3 0.00 - -
c)In foundation column m3 0.00 - -
d) In grade beam m3 13.00 8,500.00 110,500.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 223.00 900.00 200,700.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 0.00 - -
b. In foundation column m2 0.00 - -
c. In grade beam m2 104.00 500.00 52,000.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 444.00 150.00 66,600.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 942.00 150.00 141,300.00
e. Ǿ 16 mm deformed bar kg 0.00 150.00 -
Total carried to summar 584,100.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 63.75 4,200.00 267,750.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 12.75 4,500.00 57,375.00
Total carried to summary 325,125.00
 SUMMARY SHEET
Title - Office & Canteen
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 1,659,740.00
2 Concrete work Birr 6,248,832.00
3 Masonry work Birr 1,559,250.00
Sub total (A)……… Birr 9,467,822.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Office & canteen G+4
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 1100.00 45.00 49,500.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 550.00 200.00 110,000.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 450.00 400.00 180,000.00
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 232.32 500.00 116,160.00
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 720.00 400.00 288,000.00
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 780.00 400.00 312,000.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 1392.32 250.00 348,080.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 800.00 320.00 256,000.00
Total carried to summary 1,659,740.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 488.98 200.00 97,796.00

b) In footing pad m3 193.54 8,500.00 1,645,056.00
c)In foundation column m3 30.00 8,500.00 255,000.00
d) In grade beam m3 42.50 8,500.00 361,250.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 800.00 900.00 720,000.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 322.56 500.00 161,280.00
b. In foundation column m2 240.00 600.00 144,000.00
c. In grade beam m2 212.50 500.00 106,250.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 2052.00 150.00 307,800.00
c. Ǿ 12 mm deformed bar kg 425.00 150.00 63,750.00
d. Ǿ 14 mm deformed bar kg 7263.00 150.00 1,089,450.00
e. Ǿ 16 mm deformed bar kg 8648.00 150.00 1,297,200.00
e. Ǿ 20 mm deformed bar kg 1525.00 150.00 228,750.00
Total carried to summar 6,248,832.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 315.00 4,200.00 1,323,000.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 52.50 4,500.00 236,250.00
Total carried to summary 1,559,250.00
 SUMMARY SHEET
Title- Watch Tower
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 19,045.20
2 Concrete work Birr 73,436.00
3 Masonry work Birr 27,240.00
Sub total (A)……… Birr 119,721.20
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title [Watch Tower]
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 30.00 45.00 1,350.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 15.00 300.00 4,500.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 5.49 400.00 2,195.20
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 0.00 - -
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 16.30 400.00 6,520.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 14.00 320.00 4,480.00
Total carried to summary 19,045.20
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 8.00 200.00 1,600.00

b) In footing pad m3 1.00 8,500.00 8,500.00
c)In foundation column m3 0.36 8,500.00 3,060.00
d) In grade beam m3 0.80 8,500.00 6,800.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 14.00 900.00 12,600.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 4.00 500.00 2,000.00
b. In foundation column m2 5.76 600.00 3,456.00
c. In grade beam m2 0.64 500.00 320.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 36.00 150.00 5,400.00
c. Ǿ 12 mm deformed bar kg 0.00 - -
d. Ǿ 14 mm deformed bar kg 198.00 150.00 29,700.00
e. Ǿ 16 mm deformed bar kg 0.00 -
Total carried to summar 73,436.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 5.20 4,200.00 21,840.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 1.20 4,500.00 5,400.00
Total carried to summary 27,240.00
 SUMMARY SHEET
Title - Guard House
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 49,080.20
2 Concrete work Birr 123,145.00
3 Masonry work Birr 47,925.00
Sub total (A)……… Birr 220,150.20
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Guard House
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 35.00 45.00 1,575.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 17.50 300.00 5,250.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 5.49 400.00 2,195.20
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 0.00 - -
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 78.55 400.00 31,420.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 27.00 320.00 8,640.00
Total carried to summary 49,080.20
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 13.50 200.00 2,700.00

b) In footing pad m3 1.50 8,500.00 12,750.00
c)In foundation column m3 0.45 8,500.00 3,825.00
d) In grade beam m3 1.76 8,500.00 14,960.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 27.00 900.00 24,300.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 6.00 500.00 3,000.00
b. In foundation column m2 7.20 600.00 4,320.00
c. In grade beam m2 14.08 500.00 7,040.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 55.00 150.00 8,250.00
c. Ǿ 12 mm deformed bar kg 63.00 150.00 9,450.00
d. Ǿ 14 mm deformed bar kg 217.00 150.00 32,550.00
e. Ǿ 16 mm deformed bar kg 0.00 - -
Total carried to summar 123,145.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 9.00 4,200.00 37,800.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 2.25 4,500.00 10,125.00
Total carried to summary 47,925.00
 SUMMARY SHEET
Title - Weight control room
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 49,080.20
2 Concrete work Birr 353,245.00
3 Masonry work Birr 57,375.00
Sub total (A)……… Birr 459,700.20
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Weight control room
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 35.00 45.00 1,575.00
1.2 Bulk excavation in black cotton soil to an average depth of 50cm from NGL to reduced
level . m3 17.50 300.00 5,250.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 5.49 400.00 2,195.20
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 0.00 - -
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 78.55 400.00 31,420.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 0.00 - -
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 27.00 320.00 8,640.00
Total carried to summary 49,080.20
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 13.50 200.00 2,700.00

b) In footing pad m3 1.50 8,500.00 12,750.00
c)In foundation column m3 0.45 8,500.00 3,825.00
d) In grade beam m3 1.76 8,500.00 14,960.00
e)12cm thick mass concrete C15 (280kg cement /m3) m2 27.00 9,000.00 243,000.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In footing pad m2 6.00 500.00 3,000.00
b. In foundation column m2 7.20 600.00 4,320.00
c. In grade beam m2 14.08 500.00 7,040.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 8 mm deformed bar kg 65.00 150.00 9,750.00
c. Ǿ 12 mm deformed bar kg 66.00 150.00 9,900.00
d. Ǿ 14 mm deformed bar kg 280.00 150.00 42,000.00
e. Ǿ 16 mm deformed bar kg 0.00 - -
Total carried to summar 353,245.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 11.25 4,200.00 47,250.00

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 2.25 4,500.00 10,125.00
Total carried to summary 57,375.00
 SUMMARY SHEET
Title - Fire fighting reservoir
Owner : KEL Agro Industry
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 233,000.00
2 Concrete work Birr 1,342,127.00
3 Masonry work Birr 0.00
4 Metal work Birr 30,000.00
5 Finishing work Birr 84,600.00
Sub total (A)……… Birr 1,575,127.00
B.Super Structure
Sub- total (B)……… Birr 0.00
TOTAL(A+B)………… Birr 1,575,127.00
GRAND TOTAL Birr 1,575,127.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Fire fighting reservoir
Owner : KEL Agro Industry
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 70.00 45.00 3,150.00
1.2 Bulk excavation m3 315.00 300.00 94,500.00
1.3 Isolated footing excavation work to adepth of not exceeding 120cm from the natural
ground level. m3 0.00 - -
1.4 Isolated footing excavation in black cotton soil for foundation to a depth exceeding
120m from reduced level. m3 0.00 - -
1.5 Trench excavation work to adepth of not exceeding 150cm from the natural ground level.
m3 0.00 - -
1.6 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 96.75 400.00 38,700.00
1.7 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 329.00 250.00 82,250.00
1.8 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 45.00 320.00 14,400.00
Total carried to summary 233,000.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 47.89 200.00 9,577.00

b) In footing pad m3 0.00 - -
c)In foundation column m3 0.00 - -
d) In shear wall m3 25.00 8,500.00 212,500.00
e)15 cm thick top and bottom slab m2 100.00 900.00 90,000.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In shear wall m2 333.00 500.00 166,500.00
b. In top slab m2 50.00 600.00 30,000.00
c. In grade beam m2 0.00 - -
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 - -
b. Ǿ 10 mm deformed bar kg 1368.00 150.00 205,200.00
c. Ǿ 12 mm deformed bar kg 4189.00 150.00 628,350.00
d. Ǿ 14 mm deformed bar kg 0.00 - -
e. Ǿ 16 mm deformed bar kg 0.00 - -
Total carried to summar 1,342,127.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 0.00 - -

3.2 50 cm thick trachytic or equivalent semi-dressed stone masonry above ground
level bedded in cement mortar (1:3) in full joints. Price shall include pointing of
exposed face. m3 0.00 - -
Total carried to summary -
4.METAL WORK
3.1a supply and fix metal manhole cover
a) door size 100*100, No. =2 m2 2.00 15,000.00 30,000.00
Total carried to summary 30,000.00
5. FINISHING
7.1 Apply 3 coats of plastering cement sand mortar (1:3) up to fine finish to all
internal shear wall m2 211.50 400.00 84,600.00
Total carried to summary 84,600.00
 SUMMARY SHEET
Title - Tank Farm
Owner : KEL Agro Industry PLC.
Location- Mekelle
No Discription unit Contract Amount
A. Sub Structure
1 Excavation and earth work Birr 3,853,125.00
2 Concrete work Birr 8,564,000.00
3 Masonry work Birr 281,400.00
4 Metal work Birr
5 Finishing work Birr
Sub total (A)……… Birr 12,698,525.00
B.Super Structure
Sub- total (B)……… Birr 0.00
TOTAL(A+B)………… Birr 12,698,525.00
GRAND TOTAL Birr 12,698,525.00
 ENGINEERING STIMATION

SPECIFICATION & BILL OF QAUNTITY

Title - Tank Farm
Owner : KEL Agro Industry PLC.
Location- Mekelle
I.No Description unit contract qty unit rate Amount
A. SUB - STRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 Site clearing and removing of the top 20cm thick soil. m2 1075.00 45.00 48,375.00
1.2 Bulk excavation m3 4300.00 300.00 1,290,000.00
1.3 Back fill under hard core , around foundation wall& footing column with selected
materials & well compacted at every20cm thick select Material / soil /from qaury site
m3 2625.00 400.00 1,050,000.00
1.4 Cart away surplus excavated materials from the site as per the Engineer's instruction.
m3 4515.00 250.00 1,128,750.00
1.5 25 cm thick basaltic or equivalent stone hardcore well rolled, consolidated and blinded
with crushed stone. m2 1050.00 320.00 336,000.00
Total carried to summary 3,853,125.00
2. CONCRETE WORK
2.1 Reinforced concrete in class C-25 with minimum cement content of 360 kg/m 3
filled in to form work and vibrated around reinforcement bar.

a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 1050.00 200.00 210,000.00

b) In Mat foundation m3 1050.00 7,200.00 7,560,000.00
e)15 cm thick top and bottom slab m2 100.00 900.00 90,000.00
2.2 Provide, cut and fix in position sawn zigba wood or steel formwork which ever
appropriate to:-
a.In mat foundation m2 134.00 1,000.00 134,000.00
2.3 Mild steel reinforcement according to structural drawings. Price includes cutting,

bending, placing in position and tying wire and required spacers.

a. Ǿ 6 mm deformed bar kg 0.00 -
b. Ǿ 10 mm deformed bar kg 0.00 -
c. Ǿ 12 mm deformed bar kg 0.00 -
d. Ǿ 14 mm deformed bar kg 0.00 -
e. Ǿ 24 mm deformed bar kg 3800.00 150.00 570,000.00
Total carried to summar 8,564,000.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone masonry BNGL in cement

sand mortar (1:4)raio m3 67.00 4,200.00 281,400.00

Total carried to summary 281,400.00
 SUMMARY SHEET
Title - Septic tank
Owner : KEL Agro Industry
Location- Mekelle

No Discription unit Contract

Amount
A. Sub Structure

1 Excavation and earth work Birr 82,891.25

2 Masonry work Birr 285,600.00

3 Concrete work Birr 70,290.00

4 Finishing work Birr 26,880.00

TOTAL Birr 465,661.25
Total cost for 3 septic tanks Birr 931,322.50
SPECIFICATION AND BILL OF QUANTITY
Title - Septic Tank
Owner : KEL Agro Industry
Location- Mekelle
Item Description Unit Quantity Rate Total Amount

A. SUB- STRUCTURE
1. EXCAVATION AND EARTH WORK
1.1 Clear site and remove top soil to an average depth of 20
cm from natural ground level M2 20.25 45.00 911.25
1.3 Pit Excavation to adepth of 120cm starting from
reduced ground level in normal soil M3 21.60 300.00 6,480.00
1.5 Pit Excavation to adepth of 120cm -220cm starting
from reduced ground level M3 18.00 600.00 10,800.00
1.5 Pit Excavation to adepth of 220cm -300cm starting
from reduced ground level M3 45.00 800 36,000.00
1.8 Back fill with good dry filling normal soil ,compact well
in layers not exceeding 20cm thickness . Material from
site M3 27.00 400.00 10,800.00
1.9 Cart away surplus excavated material and deposit at a
distance not less than 1 km from the site. M3 57.60 250.00 14,400.00
1.1 0 25 cm thick basaltic or equivalent stone hard core Well
rolled compacted and blinded with crushed stone. M2 10.00 350.00 3,500.00
Total carried to summary 82,891.25
2. MASONRY WORK

2.1 50cm thick Basaltic or equivalent stone masonry

foundation wall , thickness varies according to the
drawing , bedded and jointed in cement sand mortar
with ratio 1:4
M3 68.00 4,200.00 285,600.00
Total carried to summary 285,600.00
3. CONCRETE WORK
3.1 5cm thick lean concrete c-5(150kg cement/m3 under
foundation masonry wall M2 17.60 400.00 7,040.00
3.2 10cm thick mass concrete for ground floor (c-15) M 2
10.00 300.00 3,000.00
3.3 15 cm thick Reinforced concrete quality C-25 360kg/
M3 of cement for floor slab , Filled in to form work and
vibrated around rod reinforcement (form work and
reinforcement measured separately).

M2 18.00 900.00 16,200.00

3.4 Reinforced concrete for grade beam on the top
masonry wall quality C-25 ,360 kg/ M3 M3 1.80 8,500.00 15,300.00
3.5 Steel reinforcement for slab& beam on top masonery
wall , cut ,bent and placed in to position ,unit price
shall include cutting ,bending and tying with wire

a) Φ 8 mm stirrup C/C 20cm Kg 46.00 150.00 6,900.00

b) Φ 10mm deformed bar Kg - - -
c) Φ 12 mm deformed bar kg 95.00 150.00 14,250.00
3.6 Provide cut and fix in to position Sawn wooden form
work or equivalent for beam on the top masonry wall.
M2 3.60 400.00 1,440.00
3.7 Provide cut and fix in to position Sawn wooden form
work or equivalent for floor slab. M2 10.00 400.00 4,000.00
3.8 Dia 110mm Pvc pipe ml 12 180.00 2,160.00
Total carried to summary 70,290.00
4. FINISHING WORK
4.1 Apply three coat of plastering in cement mortar (1:3) to
fine finish to all indicated internal stone masonry walls.
M2 67.20 400.00 26,880.00
Total carried to summary 26,880.00
 SUMMARY SHEET
Title - Septic tank
Owner : KEL Agro Industry
Location- Mekelle

No Discription unit Contract

Amount
A. Sub Structure

1 Excavation and earth work Birr 626,500.00

2 Concrete work Birr 2,101,050.00

3 Masonry work Birr 1,879,500.00

TOTAL Birr 4,607,050.00
SPECIFICATION AND BILL OF QUANTITY
Title - Fence Work
Owner : KEL Agro Industry
Location- Mekelle
Item Description Unit Quantity Rate Total Amount

A. SUB- STRUCTURE
1. EXCAVATION AND EARTH WORK
1.1 Site clearing and removing of the top 20cm thick soil. m2
1.2 Bulk excavation in black cotton soil to an average depth of
50cm from NGL to reduced level . m3 447.50 45.00 -
1.3 Isolated footing excavation work to adepth of not exceeding
120cm from the natural ground level. m3
1.4 Isolated footing excavation in black cotton soil for

foundation to a depth exceeding 120m from reduced level. m3 -

1.5 Trench excavation work to adepth of not exceeding 150cm
from the natural ground level. m3 447.50 600.00 268,500.00
1.6 Back fill under hard core , around foundation wall& footing
column with selected materials & well compacted at
every20cm thick select Material / soil /from qaury site
m3 447.50 800 358,000.00
1.7 Cart away surplus excavated materials from the site as per
the Engineer's instruction. m3 -
1.8 25 cm thick basaltic or equivalent stone hardcore well
rolled, consolidated and blinded with crushed stone. m2 -
1.1 0 25 cm thick basaltic or equivalent stone hard core Well
rolled compacted and blinded with crushed stone. M2 -
Total carried to summar 626,500.00
2. CONCRETE WORK

2.1 Reinforced concrete in class C-25 with minimum

cement content of 360 kg/m3 filled in to form work and
vibrated around reinforcement bar.
a) 5cm thick lean concrete c-5(150kg cement/m3 ) m2 447.50 400.00 179,000.00
-

d) C-25 concrete in grade beam m3 89.50 8,500.00 760,750.00

2.2 Provide, cut and fix in position sawn zigba wood or
steel formwork which ever appropriate to:-
a.In footing pad m2 -
b) In foundation column m2 -
c)In grade beam m 2
358.00 300.00 107,400.00
2.3 Mild steel reinforcement according to structural
drawings. Price includes cutting, bending, placing in
position and tying wire and required spacers.
a. Ǿ 6 mm deformed bar kg 0.00 -
b. Ǿ 8 mm deformed bar kg 2284.00 150.00 342,600.00
c. Ǿ 12 mm deformed bar kg 4742.00 150.00 711,300.00
d. Ǿ 14 mm deformed bar kg 0.00 -
e. Ǿ 16mm deformed bar kg 150.00 -
Total carried to summar 2,101,050.00
3. MASONRY WORK
3.1 50 cm thick basaltic or equivalent roughly dressed stone

masonry BNGL in cement sand mortar (1:4)raio m3 447.50 4,200.00 1,879,500.00

Total carried to summary 1,879,500.00