ITEM DESCRIPTION OF WORK UNIT QUANTITY UNIT TOTAL
PRICE PRICE
1.A . SUB – STRUCTURE
1.A.1.1
Clear off site to the removal of top
vegetable soil to an average depth of
20cm m2 7.29 1,500.00 10,935.00
1.A.1.2 Bulk excavation in ordinary soil to
reduce level from stripped level to a
depth not exceeding 50cm. m3 3.65 3,000.00 10,935.00
1.A.1.3 Back Fill Under hardcore With selected
material from off site and well ram in
layers m3 4.56 3,000.00 13,668.75
1.A.1.4 Hard basaltic or equivalent stone
hardcore well rolled consolidated and
blinded with crushed stone to a finished
thickness of 25cm. m2 4.00 3,500.00 14,000.00
1.A.1.5
Remove surplus excavated material to a
distance not exceeding 5km from site. m3 4.56 -
Total carried to summary 49,538.75
1.A.2. Concrete Work
1.A.2.1 R. Concrete quality in class C-20 in
100mm thick caste to Ground floor slab. m2 4.00 8,500.00 34,000.00
1.B. Block Work
1.B.1 Inter lockng plastic kubic wall(ONLY
m2 12.97 1,500.00 19,449.71
1.B.2 Roofing
A. Supply and Fix approved type G-30
galvanized corrugated iron sheet roof
cover including G-30 roof ridge fixed to
5x7cm zigba wood purlin placed at 90cm
c/c with dome headed galvanized nails.
All done according to roof truss drawing.
( The price Included all truss work
incuding 5x7 roof purlin and all
accessories) M2 6.76 3,000.00 20,280.00
B. Supply and Fix jointless roof gutters with
total development length 67cm in G-30
flat galvanized iron sheets with fixing
brackets in flat iron 3x40mm at 1.0mc/c. ML 6.00 4,000.00 24,000.00
1.B.3. Door and window
Supply and fix door and window
including4 mm thick frosted glass to
windows and doors according to the
drawing pc 1.00 10,000.00 10,000.00
Total carried to summary 107,729.71
GRAND TOTAL 157,268.46
NB . ALL MATERIYAL EXCEPT INTERLOCKING PLASTIC KUBIC ,DOOR AND WINDOW MATERIAL IS
CONNTRACTOR RESPONSBLITY
T D S DESCRIPTION
1 2.7 A.sub structure
2.7
7.29 M2 site clearing
1 2.7
2.7
0.5
3.645 m3 of bulk excavation
1.25 2.7
2.7
0.5
4.55625 m3 of back fill under hard core
1.25 2.7
2.7
0.5
4.55625 m3 removal of excavated soil
1 2
2
4 m2 hard core
1 2
2
4 m2 floor concrete
B. Supper structure
4 1.772
2.575
18.2516 m2 kubic wall
1 -1.04
1.462
-1.52048 deduction for window
1 -1.462
2.575
-3.76465 deduction for door
12.96647 m2 total wall
1 2.6
2.6
6.76 m2 roof cover
