DSS
number of users visited on this page since 12 July 2020.
Home
Gabion wall estimates
Gabion check dam estimates
Spur estimates
Help / User Manual
Reset
ICAR - Indian Institute of Soil and Water Conservation
Research Center, Chandigarh – 160 019
Detailed Estimate for Construction of Spur
Editable blue cells feed the calculation. Grey cells recalculate automatically.
Items
Diamentions
Rates
A
Length of spur, m
S.no.
Unit
DSR
Rates (Rs.)
B
Top Width of spur, m
Sqm
C
Height of spur, m
Cum
D
Base width of spur, m
Sqm
MR
E
Depth of Foundation for Apron, m
Cum
MR
F
Length of Foundation for Apron, m
Cum
MR
G
Width of Foundation for Apron, m
Kg
MR
H
Total length (spur +apron), m
Detailed estimate for construction of Spur
SN
Particulars
Numbers
Measurement
Quantity
Units
Length (m)
Width (m)
Height/Depth (m)
A
Main structure/Spur
1
GI wire net including wire knitting with 10 SWG Hot dip GI wire with grid size 15 x 15 cm
a
Top
b
Bottom
c
Front & Back
d
Left side
e
Right Side
Total(a+b+c+d+e)
sqm
2
Collection of stones rough hammer dressing (more than 15 cm stone boulders) including transportation etc. complete
cum
3
Hand packing of stones and packing in GI wire cage etc complete
cum
4
Cost of GI wire 10 SWG @ 1.28 kg/sqm
kg
B
APRON (Below Ground level)
1
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish as directed lead up to 50 m and lift up to 1.5 m.
For apron and main structure foundation
sqm
2
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
cum
3
GI wire netting including wire knitting with 10 SWG Hot dip GI wire with grid size 15 x 15 cm
Top & Bottom
Front & Back
Left & Right side
Total (a+b+c)
sqm
4
Collection of stones rough hammer dressing (more than 15 cm stone boulders) including transportation etc. complete
cum
5
Hand packing of stones and packing in GI wire cage etc complete
cum
6
Cost of GI wire 10 SWG @ 1.28 kg/sqm
Kg
Abstract of cost for Construction of Spur
Sr. No.
Particulars
Numbers
Quantity
Rate (Rs)
Amount (Rs)
Unit
DSR Code
1
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish as directed lead up to 50 m and lift up to 1.5 m.
Sqm
2
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Cum
3
GI wire net cage preparation including wire knitting with 10 SWG Hot dip GI wire with mesh size 10 x 10 cm
Sqm
MR
4
Collection of stones rough hammer dressing (more than 15 cm stone boulders)
Cum
MR
5
Hand packing of stones and packing in GI wire cage etc complete
Cum
MR
6
Cost of GI wire (10 SWG) @ 1.28kg/sq m)
Kg
MR
Total Cost, Rs.
Typical Spur – Plan, Section at A-A & Isometric View
All dimensions in metres. Reference sketch for the values entered above.
Items
Dimensions
S.no.
Unit
DSR
Rates (Rs.)
A
Length of spur, m
Rates
B
Top Width of spur, m
1
Sqm
C
Height of spur, m
2
Cum
D
Base width of spur, m
3
Sqm
E
Depth of foundation for Apron, m
4
MR
F
Length of foundation for Apron, m
5
Cum
G
Width of foundation for Apron, m
6
Cum
H
Total length (spur + apron), m
7
Kg
H
Total length (spur + apron), m
1. Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish as directed lead up to 50 m and lift up to 1.5 m.
0
Sqm
0
2. GI wire net cage preparation including wire knitting with 10 SWG Hot dip GI wire with mesh size 10 x 10 cm
0
Sqm
MR
0
a) Top
0
0
0
Sqm
b) Bottom
0
0
0
Sqm
c) Front & Back
0
Sqm
d) Left side
0
0
0
Sqm
e) Right side
0
0
0
Sqm
Total (a+b+c+d+e)
0
Sqm
MR
0
3. Collection of stones rough hammer dressing (more than 15 cm stone boulders) including transportation etc. complete
0
cum
MR
0
4. Hand packing of stones and packing in GI wire cage etc complete
0
0
0
0
cum
MR
0
5. Cost of GI wire 10 SWG @ 1.28 kg/sqm
0
cum
MR
0
B. APRON (Below Ground level)
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish as directed lead up to 50 m and lift up to 1.5 m.
a) In front of super structure
0
sqm
b) Under and sides of super structure
0
sqm
Total(a+b)
0
Sqm
0
2. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
0
cum
0
3. GI wire netting including wire knitting with 10 SWG Hot dip GI wire with grid size 15 x 15 cm
0
a) Top & Bottom
0
b) Front & Back
0
0
0
0
c) Left & Right side
0
0
0
0
Total (a+b+c)
0
sqm
MR
0
4. Collection of stones rough hammer dressing (more than 15 cm stone boulders) including transportation etc. complete
0
0
0
0
0
cum
MR
0
5. Hand packing of stones and packing in GI wire cage etc complete
0
0
0
0
0
cum
MR
0
6. Cost of GI wire 10 SWG @ 1.28 kg/sqm
0
kg
MR
0
Total cost
0
Summary Statement
Items
quantity
Unit
Rates
Amount
Surface dressing
0
Sqm
0
0
Earth Work
0
cum
0
0
GI wire nitting
0
Sqm
0
0
Collection of stones
0
cum
0
0
Hand packing of stone
0
cum
0
0
Weight of GI wire
0
kg
0
0
Total Amount, Rs
0
Print page
Save & Print
Reset
