Owner: - AAHD App Block No 03
Contractror: -Abera Mamo Building Contractor
Consultant:- Addis Ababa Construction Design and Building Consulting Company
የብረት ርክክብ
Dia. (mm) Length No. of
(M) bars
Ø 8 (mm) Ø 10 (mm) Ø 12 (mm) Ø 14 (mm) Ø 16 (mm) Ø 20 (mm) weight
20 3.95 29.00 " " " " " 114.55 282.94
16 3.55 14.00 " " " " 49.70 " 78.53
16 4.25 63.00 " " " " 267.75 " 423.05
20 5.90 17.00 " " " " " 100.30 247.74
16 4.95 18.00 " " " " 89.10 " 140.78
20 7.70 45.00 " " " " " 346.50 855.86
20 9.30 36.00 " " " " " 334.80 826.96
14 6.10 50.00 " " " 305.00 " " 369.05
14 7.90 21.00 " " " 165.90 " " 200.74
16 12.00 27.00 " " " " 324.00 " 511.92
14 7.85 16.00 " " " 125.60 " " 151.98
16 4.00 15.00 " " " " 60.00 " 94.80
14 5.75 50.00 " " " 287.50 " " 347.88
20 3.10 50.00 " " " " " 155.00 382.85
14 4.10 36.00 " " " 147.60 " " 178.60
16 3.65 6.00 " " " " 21.90 " 34.60
20 12.00 9.00 " " " " " 108.00 266.76
10 12.00 1,070.00 " 12,840.00 " " " " 7,922.28
10 5.50 22.00 " 121.00 " " " " 74.66
12 12.00 41.00 " " 492.00 " " " 437.88
20 6.90 10.00 " " " " " 69.00 170.43
20 3.95 4.00 " " " " " 15.80 39.03
20 7.90 5.00 " " " " " 39.50 97.57
14 12.00 1.00 " " " 12.00 " " 14.52
20 3.95 15.00 " " " " " 59.25 146.35
8 145.16 83.00 12,048.28 " " " " " 4,759.07
Total Length 12,048.28 12,961.00 492.00 1,043.60 812.45 1,342.70 19,056.79
Weight/Kg 0.395 0.617 0.888 1.209 1.580 2.469
Total weight 4,759.22 7,996.94 436.90 1,261.71 1,283.67 3,315.13 -
አስረካቢ ኮንትራክተር ተረካቢ ኮንትራክተር አረካካቢ
የባለቤት ተወካይ የአማካሪ ተወካይ
የተወካይ ስም፡- የተወካይ ስም፡- ስም፡- __ ____________ ስም፡- __________________
የስራ ድርሻ፡- የስራ ድርሻ፡- የስራ ድርሻ፡-____________ የስራ ድርሻ፡- _________________
ፊርሚያ፡ ፊርሚያ፡ ፊርሚያ፡ ___________ ፊርሚያ፡ ________________
ቀን ቀን: ቀን: ቀን: ________________
Owner: - AAHD App Block No 03
Contractror: -Abera Mamo Building Contractor
Consultant:- Addis Ababa Construction Design and Building Consulting Company
Location: - Addis Ababa reinforcement bar
Length No. of
Dia. (mm) (M) bars
Ø 8 (mm) Ø 10 (mm) Ø 12 (mm) Ø 14 (mm) Ø 16 (mm) Ø 20 (mm) Ø 24 (mm)
10 12.00 997.00 " 11,964.00 " " " " "
10 2.40 33.00 " 79.20 " " " "
10 1.80 15.00 " 27.00 " " " " "
10 3.40 27.00 " 91.80 " " " " "
10 8.00 25.00 " 200.00 " " " " "
10 4.20 31.00 " 130.20 " " " " "
12 12.00 41.00 " " 492.00 " " " "
20 9.60 36.00 " " " " " 345.60 "
20 7.80 40.00 " " " " " 312.00 "
20 7.10 22.00 " " " " " 156.20 "
20 3.70 30.00 " " " " " 111.00 "
20 3.10 50.00 " " " " " 155.00 "
20 12.00 9.00 " " " " " 108.00 "
20 4.00 3.00 " " " " " 12.00 "
20 3.95 26.00 " " " " " 102.70 "
20 3.51 9.00 " " " " " 31.59 "
20 5.90 25.00 " " " " " 147.50 "
20 3.40 21.00 " " " " " 71.40 "
14 12.00 25.00 " " " 300.00 " " "
14 5.20 50.00 " " " 260.00 " " "
14 8.20 21.00 " " " 172.20 " " "
14 5.80 50.00 " " " 290.00 " " "
16 12.00 15.00 " " " " 180.00 " "
16 4.05 15.00 " " " " 60.75 " "
16 3.45 6.00 " " " " 20.70 " "
16 5.50 17.00 " " " " 93.50 " "
16 2.00 27.00 " " " " 54.00 " "
16 4.35 50.00 " " " " 217.50 " "
16 3.30 30.00 " " " " 99.00 " "
16 8.00 16.00 " " " " 128.00 " "
16 3.85 13.00 " " " " 50.05 " "
Total Length - 12,492.20 492.00 1,022.20 903.50 1,552.99 -
Weight/Kg 0.395 0.617 0.888 1.209 1.580 2.469 3.570
Total weight 4,759.22 7,707.69 436.90 1,235.84 1,427.53 3,834.33 -
TOTAL REINFORECEMENT BAR ONSITE 19,401.51 KG
TOLERANCE OF 5% WASTAGE 970.08 KG
TOTAL WITH W 20,371.58 KG
TOTAL REINFORCEMNT BAR DELIVERED TO SITE 20,366.22 KG
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Contractor consultant Client
