Detail Cum Abstract Estimate Name of Work:-Construction of Compound Wall (With Columns) at APFDC Complex in Kothagudem and Palvancha Division
Detail Cum Abstract Estimate Name of Work:-Construction of Compound Wall (With Columns) at APFDC Complex in Kothagudem and Palvancha Division
Detail Cum Abstract Estimate Name of Work:-Construction of Compound Wall (With Columns) at APFDC Complex in Kothagudem and Palvancha Division
Name of work :-Construction of Compound wall (with columns) at APFDC Complex in Kothagude
and Palvancha Division
Nane of Grant
Sl.
No.
Description of Item
Measurements
Nos.
3
Qty.
Rate / Per
Front
31
1.00
1.00
1.20
37.20
Right Side
33
1.00
1.00
1.20
39.60
Rare Side
39
1.00
1.00
1.20
46.80
Left Side
27
1.00
1.00
1.20
32.40
156.00
cum
134.23
cum
cum
4163.83
cum
Front
31
1.00
1.00
0.15
4.65
Right Side
33
1.00
1.00
0.15
4.95
Rare Side
39
1.00
1.00
0.15
5.85
Left Side
27
1.00
1.00
0.15
4.05
19.50
18.50
a) Column Footings,
Front
31
1.00
1.00
Page 1
0.15
4.65
267930710.xls
Sl.
No.
Description of Item
Measurements
Nos.
3
Qty.
Rate / Per
Right Side
33
1.00
1.00
0.15
4.95
Rare Side
39
1.00
1.00
0.15
5.85
Left Side
27
1.00
1.00
0.15
4.05
19.50
cum
7646.44
cum
7729.54
cum
cum
8652.90
cum
cum
9205.79
cum
cum
4470.76
cum
b) Pedastals
Front
31
0.60
0.60
0.45
5.02
Right Side
33
0.60
0.60
0.45
5.35
Rare Side
39
0.60
0.60
0.45
6.32
Left Side
27
0.60
0.60
0.45
4.37
21.060
c) Columns
Front
31
0.23
0.23
1.60
2.62
Right Side
33
0.23
0.23
1.60
2.79
Rare Side
39
0.23
0.23
1.60
3.30
Left Side
27
0.23
0.23
1.60
2.29
11.00
d) Plinth Beam
Front
93.00
0.23
0.30
6.42
Right Side
100.00
0.23
0.30
6.90
Rare Side
117.00
0.23
0.30
8.07
Left Side
82.00
0.23
0.30
5.66
27.05
Brick masonry in super structure with CM(1:6) using second class bricks
from approved source having minimum crushing strength of 40 Kg/cm2
including cost and conveyance of all materialsand labour charges etc.
complete for finished item of work. (APSS 501 & 504)
Front
93.00
0.23
1.20
25.67
Right Side
100.00
0.23
1.20
27.60
Rare Side
117.00
0.23
1.20
32.29
Left Side
82.00
0.23
1.20
22.63
Deduct Columns
x 130
0.23
0.230
1.20
-8.25
99.940
Page 2
267930710.xls
Sl.
No.
Description of Item
Measurements
Nos.
3
Qty.
Rate / Per
Plastering 12mm thick in two coats with base coat of 8mm thick in CM
(1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish
including cost and conveyance of all materials like cement, sand, water
etc., to site, seigniorage charges, sales & other taxes on all materials,all
operational, incidental and labour charges such as mixing mortar,
scaffolding charges, lift charges, including cutting of Grooves wherever
necessary as directed by Engineer - in - charge, finishing, curing, etc.,
for Even Surfaces of brick wall complete for finished item of work. (APSS
901,903 & 904)
Front
Right Side
Rare Side
Left Side
1
1
x
x
2
2
93.00
100.00
1.20
1.20
223.20
240.00
1
1
x
x
2
2
117.00
82.00
1.20
1.20
280.80
196.80
940.80
sqm
3511.42
10sqm
940.80
sqm
1366.84
10sqm
2.00
Ton
57745.00
Ton
Total
Rs
Painting to external walls with snow cem two (2) coats all colours and
shade as approved by Engineer in charge over a base coat of a cement
primer water base exterior Grade-II of approved brand, makind three (3)
coats in all to give an even shade after thourughly brushing the surface to
remove all dirt and remains of loose powdered materials, including cost
and conveyance of all materials to work site and all operational,
incidental, labour charges etc., complete for finished item of work in all
floors for external walls (SS 911)
Front
93.00
1.20
223.20
Right Side
100.00
1.20
240.00
Rare Side
117.00
1.20
280.80
Left Side
82.00
1.20
196.80
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade
as per IS 1786-1979) of different diameters for RCC works, including
labour charges for straightening, cutting, bending to required sizes and
shapes, placing in position with cover blocks of approved materials and
size and tying and lapsplicing with binding wire of 18 SWG, forming grills
for reinforcement work as per approved designs and drawings, including
cost and conveyance of steel bars, including all wastages such as
overlaps, couplings, chairs, spacer bars including cost and conveyance of
binding wire, cover blocks and all incidental, operational, laour charges
such as cutting, bending placing in position, tying including sales and
other taxes on all materials etc., complete for finished item of work in all
floors. (APSS No.126) NOTE :: Standard data revised vide Chief
Engineer, R&B (Buildings) Procs.No.CEB/TA8/AEE3/SSR: 2010-11 Dt:
21.01.2011.
Page 3
267930710.xls
Sl.
No.
Description of Item
Measurements
Nos.
3
Qty.
Rate / Per
Site Engineer
PR/SD/Kothagudem
Page 4
267930710.xls
Amount
9
20,939.00
81,195.00
Page 5
267930710.xls
Amount
9
149,106.00
162,784.00
95,182.00
249,017.00
446,808.00
Page 6
267930710.xls
Amount
9
330,354.00
128,592.00
115,490.00
1,779,467.00
70,533.00
1,850,000.00
Page 7
267930710.xls
Amount
9
Page 8
267930710.xls