Using the picture as a guide, create a detailed estimate for a R.C.C. cantilever retaining wall that is 30 metres long.18. The weight of 10mm-diameter bars is 0'62 kg/m and that of 12mm-diameter bars is 089 kg/m. 20mm dia. and 1:58 kg/m yield 2:47 kg/m. To create the estimate, use the following rates: (1) R.C.C.work (1:2:4), including centering and shuttering bat, excluding reinforcement—Rs. 410 per cu m. (2) M. S. reinforcement costing Rs. 550 per quintal, including cutting, hooking, etc.
Using the picture as a guide, create a detailed estimate for a R.C.C. cantilever retaining wall that is 30 metres long.18. The weight of 10mm-diameter bars is 0'62 kg/m and that of 12mm-diameter bars is 089 kg/m. 20mm dia. and 1:58 kg/m yield 2:47 kg/m. To create the estimate, use the following rates: (1) R.C.C.work (1:2:4), including centering and shuttering bat, excluding reinforcement—Rs. 410 per cu m. (2) M. S. reinforcement costing Rs. 550 per quintal, including cutting, hooking, etc.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q Using the picture as a guide, create a detailed estimate for a R.C.C. cantilever retaining wall that is 30 metres long.18. The weight of 10mm-diameter bars is 0'62 kg/m and that of 12mm-diameter bars is 089 kg/m. 20mm dia. and 1:58 kg/m yield 2:47 kg/m. To create the estimate, use the following rates:
(1) R.C.C.work (1:2:4), including centering and shuttering bat, excluding reinforcement—Rs. 410 per cu m.
(2) M. S. reinforcement costing Rs. 550 per quintal, including cutting, hooking, etc.
Transcribed Image Text:5.5 m.
5.05 m.
TEMP BAR
10 mm C
30 cm. c/c.
BOTHWAYS
vise
5m-
TANJA IN TIME PASTA
12 mm. DISTR. BAR
@s0 cm. ic..
-16 mm. 30 cm. c/c.
COVER 4 cm.
-16 mm.4 @ 30 cm.ela.
CURTAILED
16 mm. 15 cm. c/c..
-20 mm.+@ 15 cm. c/c..
CURTAILED
20 mm
15 cm. c/c-
& 16 mm. @is cm./c.-
ALTERNATELY
16 mm.
10 cm.c/a.
10mm. @22 cm.%.
-5m-5m-
ܕܐ
12 mm.
12.5 cm./c. zacin./6.-
10mm. 12 mm.
25cm. c/c.
-90cm-45c1'4M.-
2.75m.-
45cm
FILH
EREXPEREIRO DE GATO
COVER 4cm/
BACK ELEVATION
Scale 2cm=1m (1:50)
5:05.
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