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