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

  • 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