DETAILED ESTIMATE GROUND FLOOR

DETAILED ESTIMATION FOR THE PROPOSED CONSTRUCTION OF RESIDENTIAL BUILDING IN

GROUND FLOOR AT S.NO:370/28,PATTA NO:2418 AT VANNIMADAI VILLAGE,NENMENI PANCHAYAT,
SATTUR TALUK, VIRUDHUNAGER DISTRICT .
NAME OF APPLICANT:Mr. MARUTHU
Estimate amount: Rs.22,65,000 /-
Sl. No. Description of Work Nos L B D Qty. Remarks
Earth work excavation in all soils
1 except hard rock with initial lead
of 2mm deep of foundation
a. Columns 1 x 12 5.00 5.00 6.00 1800.00
b. Plinth beam-Cross wall 1 x 4 30.17 1.00 0.50 60.34
Plinth beam-Cross wall 1 x 1 4.00 1.00 0.50 2.00
Plinth beam-Long wall 1 x 2 30.00 1.00 0.50 30.00
Plinth beam-Long wall 1 x 1 24.00 1.00 0.50 12.00
1862.34 Cft
52.74256585 Cum
Plain cement concrete 1:5:10
mix using 40mm hard broken
2
stone including cost and
conveyance of all labour charges
a. Columns 1 x 12 5.00 5.00 0.33 99.00
b. Plinth beam-Cross wall 1 x 4 30.17 0.75 0.33 29.87
Plinth beam-Cross wall 1 x 1 4.00 0.75 0.33 0.99
Plinth beam-Long wall 1 x 2 30.00 0.75 0.33 14.85
Plinth beam-Long wall 1 x 1 24.00 0.75 0.33 5.94
129.86 Cft
3.677663551 Cum
Reinforced cement concrete
1:2:4 mix using 20mm hard
3
broken stone including cost and
conveyance of all labour charges
a. Footing mat 1 x 12 5.00 5.00 1.50 450.00
b. Column upto plinth beam 1 x 12 0.75 1.00 4.00 36.00
c. Plinth beam-Cross wall 1 x 4 30.17 0.75 1.50 135.77
Plinth beam-Cross wall 1 x 1 4.00 0.75 1.50 4.50
Plinth beam-Long wall 1 x 2 30.00 0.75 1.50 67.50
Plinth beam-Long wall 1 x 1 24.00 0.75 1.50 27.00

Column above plinth upto lintel

d. 1 x 12 0.75 1.00 10.00 90.00
level
 Column above lintel upto roof
g. 1 x 12 0.75 1.00 3.00 27.00
beam
h. Roof beam-Cross wall 1 x 4 30.17 0.75 1.50 135.77
Roof beam-Cross wall 1 x 1 4.00 0.75 1.50 4.50
Roof beam-Long wall 1 x 2 30.00 0.75 1.50 67.50
Roof beam-Long wall 1 x 1 24.00 0.75 1.50 27.00
i. Roof slab 1 x 1 30.17 30.00 0.50 452.55
1525.08 Cft
43.19116398 Cum
Brick work in cement mortar 1:6
mix using first class bricks
4
including cost and conveyance of
all labour charges etc.
a. Cross wall 1 x 4 30.17 0.75 9.50 859.85
Cross wall 1 x 1 4.00 0.75 9.50 28.50
Long wall 1 x 2 30.00 0.75 9.50 427.50
Long wall 1 x 1 24.00 0.75 9.50 171.00
1486.85
Deduction:
Door MD 1 x 1 3.50 0.75 7.00 18.38
Door D1 1 x 2 3.00 0.75 7.00 31.50
Door D2 1 x 1 2.50 0.75 7.00 13.13
Window W 1 x 7 4.00 0.75 4.00 84.00
Ventilator V 1 x 1 2.00 0.75 2.00 3.00
150.00
1336.85 Cft
37.86023789 Cum
Plastering work in C.M 1:5 ,mix
over all wall surfaces including
5
cost and conveyance of all
labour charges etc.completely.
Outer:
a. Wall around 1 x 1 120.00 16.00 1920.00
Inner:
a. Wall around 1 x 1 185.00 11.00 2035.00
Deductions:
Door MD 1 x 1 3.50 7.00 24.50
Door D1 1 x 2 3.00 7.00 42.00
Door D2 1 x 1 2.50 7.00 17.50
Window W 1 x 7 4.00 4.00 112.00
Ventilator V 1 x 1 2.00 2.00 4.00
200.00
3755.00 Sqft
106.343812 Sqm
 Earthfilling in basement by river
sand or gravel including cost and
6
conveyance of all labour charges
etc. completely.
a. Area 1 x 1 30.17 30.00 3.00 2715.30
2715.30 Cft
76.8988955 Cum
Flooring concrete 1:5:10 mix
using 40 mm hard broken stone
7
including cost and conveyance of
all labour charges etc.
a. Area 1 x 1 30.17 30.00 0.33 298.68
298.68 Cft
8.458878505 Cum
Finishing the floor with Ceramics
tiles including cost and
8
conveyance of all labour charges
etc. completely.
a. Area 1 x 1 30.17 30.00 - 905.10
905.10 Sqft
84.11710037 Sqm
Special ceiling plastering in C.M
1:3 mix of 10 mm thickness in
9
roof including cost and
conveyance of all labour charges
a. Area 1 x 1 30.17 30.00 905.10
905.10 Sqft
84.11710037 Sqm

10 Provision for Wooden works LUMPSUM

11 Weathering Coarse
12 Provision for Painting works LUMPSUM
Provision for Electrification&
13 LUMPSUM
Plumbing works
Provision for Septic tank
14 LUMPSUM
arrangement works
Provision for unforeseen and
15 LUMPSUM
contingencies items