DETAIL ESTIMATE OF PROPOSED HOUSE NO.
VAKE , MOHALLA , ALLAHABAD.
OWNER : -
S/O SRI
S.N. PARTICULARS OF WORK OTY. UNIT RATE AMOUNT
Earth works Excavation in
foundation on trenches.
3x 30 'x 3 ' x 3 ' = 810.00 Cuft
4 x 20 ' x 3' x 3' = 720.00 Cuft
1 x 65 ' x 3' x 3' = 585.00 Cuft
2115.00 Cuft
or 59.85 Cumt 65.00 3890.25
Lime conc. In foundation
( 100 : 18 : 36)
2115.00 x 1'0 = 705.00 Cuft or 19.95 Cum
3'0" 19.95 Cum 1850 36907.50
Brick work in foundation and
plinth with 1st class brick work laid in 1:6
cement and local sand mortor.
705.00 x 1'9" x 4'0" = 1645.00 Cuft
or 46.54 Cum
46.54 Cum 2400 1,11,696.00
Damp proof compound at plinth leval.
705.00 x 9"
3'0" = 176.25 Sqft.
or 16.35 Sqmt.
16.35 Sqmt. 150.00 2452.50
Super structure brick work with first class
brick laid 1:4 cement and local lime sand mortor.
3 x 30' x 9' x 10' = 675.00 Cuft