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7/26/2019 HPC 600 mm single row 7.5 m.xlsx
1/4
on Belodi College approach road
Bridge S.O.R.Enforced From 1 January 201
S.!o. "escrip#ion of $#em !os. % B
i Ordinary soil
i) up to 3.0m depth
Face Wall 2 4.20 1.60
For pipe 1 7.50 1.70
apron u/s 1 4.00 1.50
apron d/s 1 4.00 3.00
llin! "elo# "ase 2 4.20 1.60
Outer $ace o$ $ace #all 2 4.20 0.10
%nner $ace o$ $ace #all 2 4.20 &0.36'0.10)/2
(round the pipe 1 &5.30'5.0)/2 1.70
*ushion a+o,e pipe 1 &5.0'6.10)/2 4.00
( Using concrete mixer
&i) PCC Grade M15
+ase o$ $ace #all 2 4.00 1.60
*oncrete $or +elo# pipe 1 7.50 1.70
$ace #all +ottom to top 2 4.00 &0.45'1.0)/2
concrete outer side o$ pipe 2 7.50 1.70
-eductions $or pipe
2 1.00
!e# &ua
Road S.O.R.Enforced From 1 January 201
upp ymen ary s ma e or ons ruc on o s ng e o'
1/ item2.1
p13ca,ation $or tructures arth#or in eca,ation o$ $oundation o$structures as per dra#in! and
technical specication includin!settin! out construction o$ shorin!and +racin! remo,al o$ stumps andother deleterious matterdressin! o$sides and +ottom and +acllin!#ith appro,ed material includin!de#aterin! etc. complete.
2/ item2.3
p13
and Fillin! in Foundation renches asper -ra#in! echnical pecications
3/ item2.6 p
13
lain/ein$orced cement concrete inopen $oundation complete as perdra#in! and technical specications.
3.14/4
0.600.60
7/26/2019 HPC 600 mm single row 7.5 m.xlsx
2/4
S.!o. "escrip#ion of $#em !os. % B
" 600 mm dia 1 7.50
u/s apron +elo# +oulder pitchin! 1 4.00 1.50
d/s apron +elo# +oulder pitchin! 1 4.00 3.00
u/s apron 1 4.00 1.50
d/s apron 1 4.00 3.00
for
Su Engineer
+..". Su "i,ision underd
4/ item8.4
p38
ro,idin! and layin! ein$orced*ement *oncrete pipe 9 3 /prestressed concrete pipe. &:ayin!ein$orced cement concrete pipe93 /prestressed concrete pipe $orcul,erts includin! in! collar #ithcement mortar 1;2 +ut ecludin!+eddin! +elo# pipes eca,ation
protection #ors +acllin! concreteand masonry #ors in head #alls andparapets .
5 /item8.12p40
ro,idin! and layin! Filter materialunderneath pitchin! in slopescomplete as per dra#in! and
echnical specication.
6/tem8.10
p40
ro,idin! and layin! +oulders apronon ri,er +ed $or protection a!ainstscour #ith stone +oulders #ei!hin!not less than 40 ! each complete asper dra#in! and echnicalspecication.as per clause 2503
u , s ona o cer
7/26/2019 HPC 600 mm single row 7.5 m.xlsx
3/4
= 2nos.
* &45 6ni# Ra#e 7moun#
1.80 25.54
2.54 32.38
0.55 3.30
0.55 6.60
4o#al (8./2 Cum 19(.00 02.00
0.30 4.03
1.25 1.05
0.85 1.4
0.0 7.55
0.60 14.2
otal 2/.8 Cum 12)9.00 )982.00
0.20 2.56
0.20 3.26
3.48 31.41
0.30 7.65
otal 44.
0.60 0.34
#i#y 99.9 Cum 9(1).00 2098/.00
mm a p ume pe u ,er
7/26/2019 HPC 600 mm single row 7.5 m.xlsx
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* &45 6ni# Ra#e 7moun#
8.0 : 2(18.00 1(2/.00
0.25 1.50
0.25 3.00
4o#al 9.0 Cum 208.00 )(.00
0.30 1.0
0.30 3.60
4o#al .90 Cum 291).00 1)0)0.00
4o#al 22/((.00
nos. cul,er#=2-22/((.00 /8)2.00
E-ecu#i,e Engineer
ehi +..". "i,ision Balod
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