Download - HPC 1000 Single Row,10.0m
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7/26/2019 HPC 1000 Single Row,10.0m
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Detailed Estimate for Construction of single Row 900 mm Dia Np3 Hume Pipe Culvert
on Tilakpur !amman Road lengt! "#$"% km
&ocation '
(ridge )#*#R#Enforced +rom " ,anuar- .0"%
)#No# Description of /tem Nos# & ( H T1 2nit Rate mount
i Ordinary soil
i) up to 3.0m depth
Face Wall 2 5.20 2.00 1.90 39.52
For pipe 1 6.00 2.10 1.50 18.90
apron u/s 1 5.00 2.50 0.55 6.88
apron d/s 1 5.00 3.00 0.55 8.25
Total 43#%% Cum "5$#00 "0436#00
llin! "elo# "ase 2 5.20 2.00 0.30 6.2$
Outer %ace o% %ace #all 2 5.20 0.10 0.60 0.62
&nner %ace o% %ace #all 2 5.20 '0.$0(0.10)/2 0.85 2.21
round the pipe 1 '*.20(8.03)/2 2.10 0.60 9.59
2 '*.20(8.03)/2 1.$5 1.50 33.13
+ushion a,o-e pipe 1 '8.03(8.$6)/2 5.00 0.60 2$.*$
otal 4$#%3
eductions %or ipe1 5.00 0.60 3.39
Net uantit- 43#"5 Cum ".35#00 90.%%#00
Using concrete mixer
'i) PCC Grade M15
,ase o% %ace #all 2 5.00 2.00 0.20 $.00
+oncrete %or ,elo# pipe 1 '6.99(*.20)/2 2.10 0.30 6.0$
%ace #all ,ottom to top 2 5.00 '0.$5(1.80)/2 3.89 $3.*6
concrete outer side o% pipe 2 '*.20(*.62)/2 2.10 0.60 18.6*
otal *2.$8
eductions %or pipe 1 5.00 0.60 3.39
Net uantit- $9#09 Cum 5$"3#00 3"64".#00
Road )#*#R#Enforced +rom " ,anuar- .0"%
1000 mm dia 1 10.00 "0#00 7 %%.6#00 %%.60#00
u/s apron ,elo# ,oulder pitchin! 1 5.00 2.50 0.25 3.13
d/s apron ,elo# ,oulder pitchin! 1 5.00 3.00 0.25 3.*5
Total $#66 Cum .049#00 "5.93#00
u/s apron 1 5.00 2.50 0.30 3.*5
d/s apron 1 5.00 3.00 0.30 $.50
Total 6#.% Cum .5"3#00 "9904#00
Diversion work
1/item2.1
p13
ca-ation %or 4tructures arth #or ineca-ation o% %oundation o% structuresas per dra#in! and technicalspecication includin! settin! out
construction o% shorin! and ,racin!remo-al o% stumps and other deleteriousmatterdressin! o% sides and ,ottom and,acllin! #ith appro-ed materialincludin! de#aterin! etc. complete.
2/item2.3
p13
4and Fillin! in Foundation renches as perra#in! 7echnical 4pecications
3.1$/$1.201.20
3/item2.6 p
13
lain/ein%orced cement concrete in open%oundation complete as per dra#in! andtechnical specications.
3.1$/$1.201.20
$/item
9.$p39
ro-idin! and layin! ein%orced +ement+oncrete pipe 3 / prestressed concretepipe. ':ayin! ein%orced cement concretepipe 3 /prestressed concrete pipe %orcul-erts includin! in! collar #ith cementmortar 1;2 ,ut ecludin! ,eddin! ,elo#pipes eca-ation protection #ors,acllin! concrete and masonry #ors inhead #alls and parapets .
5/tem9.12p$0
ro-idin! and layin! Filter materialunderneath pitchin! in slopes complete asper dra#in! and echnical specication.
6/tem9.10
p$0
ro-idin! and layin! ,oulders apron onri-er ,ed %or protection a!ainst scour #ithstone ,oulders #ei!hin! not less than $0! each complete as per dra#in! andechnical specication.as per clause 2503
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7/26/2019 HPC 1000 Single Row,10.0m
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)#No# Description of /tem Nos# & ( H T1 2nit Rate mount
1 100.00 '6.00(*.80)/2 0.60 5"5#00 Cum ..3#00 9.3..#00
" "y mi in place method
1 *5.00 3.50 0.20 52.50
2 15.00 3.50 0.20 21.00
Total 43#%0 cum 5$0#00 336"0#00
1 *5.00 3.50 0.15 39.38
2 15.00 3.50 0.15 15.*5
Total %%#"3 cum 5$0#00 .%3%6#00
Total $$0$4%#00
)u8 Engineer Eecutive Engineer
P#:#D# )u8 Division pit!ora P#:#D# Division 7a!asamund
1/item3.12
p12
+onstruction o% em,anment / su,!rade#ith