HPC 600 mm single row 7.5 m.xlsx

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


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


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


4/4

* &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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HPC 600 mm single row 7.5 m.xlsx