7/26/2019 HPC 1000 single row 7.5 m.xlsx

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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 3.50 2.10 1.50 11.03

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 $%#$4 Cum "5$#00 9%66#00

llin! "elo# "ase 2 5.20 2.00 0.30 6.2$

Outer %ace o% %ace #all 2 5.20 0.10 1.15 1.20

&nner %ace o% %ace #all 2 5.20 '0.$0(0.10)/2 0.85 2.21

round the pipe 1 5.55 2.10 0.60 6.99

2 3.50 1.$5 1.30 13.20

*ushion a+o,e pipe 1 6.00 5.00 0.60 18.00

-otal 54#63

eductions %or ipe1 5.00 0.60 3.39

Net uantit- 55#55 Cum ".35#00 %5639#00

Using concrete mixer

'i) PCC Grade M15

+ase o% %ace #all 2 5.20 2.00 0.20 $.16

*oncrete %or +elo# pipe 1 $.80 2.10 0.30 6.0$

%ace #all +ottom to top 2 5.00 '0.$5(1.80)/2 3.89 $3.6

concrete outer side o% pipe 2 '$.80(5.20)/2 2.10 0.60 12.60

-otal 66.5

eductions %or pipe 1 5.00 0.60 3.39

Net uantit- $3#"6 Cum 5$"3#00 .9"559#00

Road )#*#R#Enforced +rom " ,anuar- .0"%

1000 mm dia 1 .50 4#%0 7 %%.6#00 5"5$0#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

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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.

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p13

4and Fillin! in Foundation -renches as perra#in! 7-echnical 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

$/item9.$

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/tem9.12

p$0ro,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! and-echnical specication.as per clause 2503

7/26/2019 HPC 1000 single row 7.5 m.xlsx

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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 "3$3#00 "00"6"#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 $59394#00

)u8 Engineer Eecutive Engineer

P#:#D# )u8 Division pit!ora P#:#D# Division 7a!asamund

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*onstruction o% em+anment / su+!rade#ith