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IWMP-2 - Commissionerate of Rural Development Gujarat State ...

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Detailed Project Report <strong>IWMP</strong>-2<br />

Estimate <strong>of</strong> Check dam<br />

Mesurement Sheet<br />

Sr.No Discription Name No. Length Bridth Depth Quantity<br />

Excavated in all sort <strong>of</strong> soil with yellow, sandy, gravelly soil including s<strong>of</strong>t Body wall 1 13.00 2.00 1.30 33.80<br />

murram & H.M. including sorting & stacking and depositing the excaveted stuff<br />

Approne 1 13.00 2.50 0.40 13.00<br />

in uniform layer as and directed upto lead <strong>of</strong> 30mt. And lift 0 to 3 mt. depth<br />

inclucding clearing the sit etc. complete. P. NO. 25 I. NO. 1-A<br />

Toe wall 1 13.00 0.60 0.40 3.12<br />

Winng wall 2 3.10 0.60 1.30 4.84<br />

1<br />

2<br />

3<br />

Providing and laying position cement concrete 1:4:8 using cement, sand and<br />

machin crushed course aggregate (MAS-40 to 80) size including providing<br />

necessary formwork compaction, finishing and curing as directede required etc<br />

complete. P.NO. 24a I. NO. 1<br />

Providing and laying position cement concrete M-10 (1:3:6) using cement, sand<br />

and machin crushed course aggregate (MAS-40 to 80) size including providing<br />

necessary formwork compaction, finishing and curing as directede required etc<br />

complete. P.NO. 36 I. NO. 1a<br />

<strong>Gujarat</strong> <strong>State</strong> Watershed Management Agency<br />

Abutment 2 3.00 0.60 1.30 4.68<br />

Side wall 2 1.50 0.60 1.30 2.34<br />

Total 61.78<br />

Say 61.80<br />

Body wall 1 13.00 2.00 0.30 7.80<br />

Approne 1 13.00 2.50 0.30 9.75<br />

Toe wall 1 13.00 0.60 0.30 2.34<br />

Winng wall 2 3.10 0.60 0.30 1.12<br />

Abutment 2 3.00 0.60 0.30 1.08<br />

Side wall 2 1.50 0.60 0.30 0.54<br />

Total 22.63<br />

Say 22.65<br />

Body wall 1 13.00 2.00 1.00 26.00<br />

Body wall 1 13.00 1.30 1.20 20.28<br />

Approne 1 13.00 2.50 0.10 3.25<br />

Toe wall 1 13.00 0.60 0.40 3.12<br />

Winng wall 2 3.10 0.60 1.00 3.72<br />

Winng wall 2 3.10 0.60 1.70 6.32<br />

Abutment 2 3.00 0.60 1.00 3.60<br />

Abutment 2 3.00 0.60 2.40 8.64<br />

( 2.0 + 0.60 ) / 2 = 1.30 Side wall 2 1.50 0.60 1.00 1.80<br />

98 | P a g e

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