Name of Work : Providing Water supply Arrengements at R.C.No-3. (for DODWAD Village) under H.B.

P Of
Athani Taluka,Belgaum Dodwad Village
R.C Water Distribution Network
1 Construction of ELSR Tank - 1 nos of 1.0 lakh litrs Capacity 12.00 mtr staging
Rate Analysis
S.No Description Unit Rate (Rs)
1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per
drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,
including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking
the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of
machinery & other appurtenaces required to complete the work

1 )In Ordinary/ Hard Soil

[CSR 2023-24 Volume: I Item No: 1.14.1,Pg No:8] m³ 102
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 5.1
Final Rate m³ 107.10

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all
the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20
mm nominal size graded crushed coarse aggregates
[CSR 2023-24, Vol :I , Item No:WRD 2.1.6, Pg No:15] m³ 6243
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 312.15
Final Rate m³ 6555.15

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 1 of 37
S.No Description Unit Rate (Rs)
3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery,
curing and all the other appurtenances required to complete the work as per technical specifications .i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional
percentage is added to the finished rates of concrete as per Addendum I – Percentage Additionalities
for Formwork, Centering & Scaffolding (steel centering.) Foundation
[CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.2.5 Pg No:15] m³ 6499
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Area/ Major Industries add 5% Area specific loading 324.95
Finished Rate m³ 6823.95
Additionalities for Formwork, as per Addendum-I ADD 3% Foundn
m³ 204.72
upto Plinth CSR 2023-24,Sl No-1(b),vol 1,p.no 111
Final Rate m³ 7028.67

Assistant Executive Engineer Executive

KNNL R&R Sub Division No.1 Athani Engineer

Superintending Engineer
KNNL R&R Circle Athani
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub
structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep
holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the
requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances
required to complete the work as per technical specifications .
i) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional
percentage is added to the finished rates of concrete as per Addendum I – Percentage Additionalities
for Formwork, Centering & Scaffolding (steel centering.) Beams upto 5m Ht,

[CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.4.4 Pg No:16] m³ 6742

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Area/ Major Industries add 5% Area specific loading 337.1
Finished Rate m³ 7079.1
Additionalities :1% of the finished rate shall be paid as lift
1%
charges extra above 3.6 m height at an interval of 3 m thereon. 70.79
Additionalities for Formwork, as per Addendum-I ADD 50% Plinth
m³
Beams of Buildings CSR 2023-24, sl no 2,vol 1, p.no 111 3539.55
Final Rate m³ 10689.44

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 2 of 37
S.No Description Unit Rate (Rs)
5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub
structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep
holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the
requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances
required to complete the work as per technical specifications .
i) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii)
Additional percentage is added to the finished rates of concrete as per Addendum I – Percentage
Additionalities for Formwork, Centering & Scaffolding (steel centering.) RCC Columns
upto 5 m Height,

[CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.4.4 Pg No:16] m³ 6742

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining

Area/ Major Industries add 5% Area specific loading 337.1
Finished Rate m³ 7079.1
Additionalities :1% of the finished rate shall be paid as lift
1%
charges extra above 3.6 m height at an interval of 3 m thereon. 70.79
Additionalities for Formwork, as per Addendum-I ADD 70% RCC
Columns / Shaft (Slip Centering) CSR2023-24, vol 1,, sl No 9, p.no m³
111 4955.37
Final Rate m³ 12105.26

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 3 of 37
S.No Description Unit Rate (Rs)
6 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub
structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep
holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the
requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances
required to complete the work as per technical specifications .
i) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii)
Additional percentage is added to the finished rates of concrete as per Addendum I – Percentage
Additionalities for Formwork, Centering & Scaffolding (steel centering.) Beams 5m to 10
m Height,
[CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.4.4 Pg No:16] m³ 6742

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining

Area/ Major Industries add 5% Area specific loading 337.1
Finished Rate m³ 7079.1
Additionalities :1% of the finished rate shall be paid as lift
2%
charges extra above 3.6 m height at an interval of 3 m thereon. 141.58
Additionalities for Formwork, as per Addendum-I ADD 50% Plinth
m³
Beyond 5 m Beams
upto 10 of
m Buildings
add 12% extra
CSRon formwork
2023-24, sl nofor staging
2,vol & 111
1, p.no 3539.55
base
preparation m³ 424.75

Final Rate m³ 11184.98

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 4 of 37
S.No Description Unit Rate (Rs)
7 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub
structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep
holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the
requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances
required to complete the work as per technical specifications .
i) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii)
Additional percentage is added to the finished rates of concrete as per Addendum I – Percentage
Additionalities for Formwork, Centering & Scaffolding (steel centering.) RCC Columns
5m to 10 m Height,
[CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.4.4 Pg No:16] m³ 6742

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining

Area/ Major Industries add 5% Area specific loading 337.1
Finished Rate m³ 7079.1
Additionalities :1% of the finished rate shall be paid as lift
2%
charges extra above 3.6 m height at an interval of 3 m thereon. 141.58
Additionalities for Formwork, as per Addendum-I ADD 70% RCC
Columns / Shaft (Slip Centering) CSR2023-24, vol 1,, sl No 9, p.no m³
Beyond
111 5 m upto 10 m add 12% extra on formwork for staging & 4955.37
base
preparation m³ 594.64

Final Rate m³ 12770.69

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 5 of 37
S.No Description Unit Rate (Rs)
8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional percentage
is added to the finished rates of concrete as per Addendum I – Percentage Additionalities for
Formwork, Centering & Scaffolding (steel centering.) RCC Beams Beyond 10 m upto 15 m

CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.5.3 and 2.6.2 Pg

m³ 7007
No:16]
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³ 350.35
Area/ Major Industries add 5% Area specific loading
Finished Rate m³ 7357.35
Additionalities :1% of the finished rate shall be paid as lift
charges extra above 3.6 m height at an interval of 3 m thereon. 4%
=15-3.6=11.4 ie=4 lifts 294.29
Additionalities for Formwork, as per Addendum-I ADD 60% RCC
Beams, Lintels & Troughs of Aqueducts CSR2023-24, Sl No 14, m³ 4414.41
Beyond 10 112
vol 1, p.no m upto 15 m add 14% extra on formwork for staging &
base
preparation m³ 618.02

Final Rate m³ 12389.78

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 6 of 37
S.No Description Unit Rate (Rs)
9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional
percentage is added to the finished rates of concrete as per Addendum I – Percentage Additionalities
for Formwork, Centering & Scaffolding (steel centering.) RCC Columns Beyond 10 m
upto 15 m

CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.5.3 and 2.6.2 Pg

m³ 7007
No:16]
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 350.35
Finished Rate m³ 7357.35
Additionalities :1% of the finished rate shall be paid as lift
charges extra above 3.6 m height at an interval of 3 m thereon. 4%
=15-3.6=11.4 ie=4 lifts 294.29
Additionalities for Formwork, as per Addendum-I ADD 70% RCC
Columns / Shaft (Slip Centering) CSR2023-24, vol 1, sl No 9 , p.no m³ 5150.15
Beyond
111 10 m upto 15 m add 14% extra on formwork for staging &
base
preparation m³ 721.02

Final Rate m³ 13522.81

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 7 of 37
S.No Description Unit Rate (Rs)
10 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional percentage
is added to the finished rates of concrete as per Addendum I – Percentage Additionalities for
Formwork, Centering & Scaffolding (steel centering.) RCC Roof Slabs Beyond 10 m upto
15 m

CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.5.3 and 2.6.2 Pg

m³ 7007
No:16]
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 350.35
Finished Rate m³ 7357.35
Additionalities :1% of the finished rate shall be paid as lift
charges extra above 3.6 m height at an interval of 3 m thereon. 4%
=15-3.6=11.4 ie=4lifts 294.29
Additionalities for Formwork, as per Addendum-I ADD 50% RCC
m³ 3678.68
Beyond 10 mCSR2023-24,
Roof Slabs upto 15 m add
vol14%
1, slextra
No 15,onp.no
formwork
111 for staging &
base
preparation m³ 515.02

Final Rate m³ 11845.34

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 8 of 37
S.No Description Unit Rate (Rs)
11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional percentage
is added to the finished rates of concrete as per Addendum I – Percentage Additionalities for
Formwork, Centering & Scaffolding (steel centering.) RCC beams Beyond 15 m upto 20
m

CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.5.3 and 2.6.2 Pg

m³ 7007
No:16]
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 350.35
Finished Rate m³ 7357.35
Additionalities :1% of the finished rate shall be paid as lift
charges extra above 3.6 m height at an interval of 3 m thereon. 5%
=20-3.6=16.4 ie=5lifts 367.87
Additionalities for Formwork, as per Addendum-I ADD 60% RCC
Beams, Lintels & Troughs of Aqueducts CSR2023-24, Sl No 14, m³ 4414.41
Beyond 15 112
vol 1, p.no m upto 20 m add 16% extra on formwork for staging &
base
preparation m³ 706.31

Final Rate m³ 12845.94

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 9 of 37
S.No Description Unit Rate (Rs)
12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional
percentage is added to the finished rates of concrete as per Addendum I – Percentage Additionalities
for Formwork, Centering & Scaffolding (steel centering.) RCC Roof Slabs Beyond 15 m
upto 20 m

CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.5.3 and 2.6.2 Pg

m³ 7007
No:16]
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 350.35
Finished Rate m³ 7357.35
Additionalities :1% of the finished rate shall be paid as lift
charges extra above 3.6 m height at an interval of 3 m thereon. 5%
=20-3.6=16.4 ie=5lifts 367.87
Additionalities for Formwork, as per Addendum-I ADD 70% Curved
RCC Roof Slabs, Domes & Sloped Roofs CSR2023-24, vol 1, sl No m³ 5150.15
Beyond
20, p.no15 m upto 20 m add 16% extra on formwork for staging &
112
base
preparation m³ 824.02

Final Rate m³ 13699.39

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 10 of 37
S.No Description Unit Rate (Rs)
13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super
plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all
materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications i) M30
Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Additional
percentage is added to the finished rates of concrete as per Addendum I – Percentage Additionalities
for Formwork, Centering & Scaffolding (steel centering.) RCC Staircase and other similar
structures Beyond 10 m upto 15 m

CSR 2023-24, Vol :I , Chapter No: 2, Item No:2.5.3 and 2.6.2 Pg

m³ 7007
No:16]
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m³
Area/ Major Industries add 5% Area specific loading 350.35
Additionalities :1% of the finished rate shall be paidFinished
as lift Rate m³ 7357.35
charges extra above 3.6 m height at an interval of 3 m thereon.
4%
=15-3.6=11.4 ie=4lifts 294.29
Additionalities for Formwork, as per Addendum-I ADD 50% RCC
Staircase and other similar structures CSR2023-24, vol 1, sl No 16, m³ 3678.68
Beyond
p.no 11210 m upto 15 m add 14% extra on formwork for staging &
base
preparation m³ 515.02

Final Rate m³ 11845.34

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 11 of 37
S.No Description Unit Rate (Rs)
14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,
machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding
wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical
specification.

(CSR 2023-24 Vol-1,P.No. 18, I.No. 2.11 a) Buildings t 89457

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
t
Area/ Major Industries add 5% Area specific loading 4472.85
Final Rate t 93284.10

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

15 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section
for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70
degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing
the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the
ladder bottom complete :
:[ CSR 2023-24, Vol :V , Chapter No: 7,Item No:7.12.1 Pg No.88] Rmt 5100
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Rmt
Area/ Major Industries add 5% Area specific loading 255
Final Rate Rmt 5355.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 12 of 37
S.No Description Unit Rate (Rs)
16 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm
angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including
painting with anticorrosive approved paint etc. complete including all lead and lifts etc.

CSR 2023-24, Vol :V , Chapter No: 7,Item No:7.3 Pg No.85] Each 2140
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Each
Area/ Major Industries add 5% Area specific loading 107
Final Rate Each 2247.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

17 Providing and fixing RCC final and ventilators as per approved design and specifications with form works and
protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at
top. The first 22.5 cms height to be covered with RCC panelling as per detailed
drawings etc. with all lead and lifts and excluding reinforcement steel .
For over head tanks upto 2.5 lakhs capacity.
CSR 2023-24, Vol :V , Chapter No: 7,Item No:7.2.1 Pg No.85] Each 6412
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Each
Area/ Major Industries add 5% Area specific loading 320.6
Final Rate Each 6732.60

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani

Page 13 of 37
S.No Description Unit Rate (Rs)
18 Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position
for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For
DI/CI puddle flanges of 100mm dia.

CSR 2023-24, Vol :V , Chapter No: 7,Item No:7.5.2 Pg No.86] Each 1861
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Each
Area/ Major Industries add 5% Area specific loading 93.05
Final Rate Each 1954.05

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

19 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in
position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all
lead and lifts etc.complete. FFor double flanged CI pipes of 100mm dia.

[CSR 2023-24, Vol :V , Chapter No: 7,Item No:7.6.2 Pg No.86] Rmt 3010
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Rmt 150.5
Area/ Major Industries add 5% Area specific loading
Final Rate Rmt 3160.50

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
20 DI Blank flange

(CSR water supply & UGD works 2021-22 Sl.No.329, mat

Nos
code.5170 P.no.10) 15031
add 5% Area weightage Nos 751.55
Nos 15782.55

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 14 of 37
S.No Description Unit Rate (Rs)
21 Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest
amendments if any cost of all materials, labour charges etc. complete.100 mm dia
(RDW&S SR 2019-20 Ch. No. 15, It.no.15.57) Nos 420
add 5% Area weightage Nos 21
Nos 441.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
22 Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of
all materials, labour charges etc. complete.

(RDW&S SR 2019-20 Ch. No. 15, It.no.15.58) Nos 420

add 5% Area weightage Nos 21
Nos 441.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
23 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of
ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber
lined with EDPM seals of NBR and the valves should be vam³ tight and 100% leak proof with face to face
dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “
O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with
minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P
set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be
considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be
deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the
estimate.) For sluice Valve of PN -10.0 and 100mm

[[CSR 2023-24, Vol :V ,Item No:2.23.3 Pg No.22] Nos 10884

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Nos
Area/ Major Industries add 5% Area specific loading 544.2
Final Rate Nos 11428.20

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani

Page 15 of 37
S.No Description Unit Rate (Rs)
24 Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with
copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all
lead and lifts, complete for Enamelled guage plate for 3.5 m depth
[CSR 2023-24, Vol :V ,Item No:7.4.7 Pg No.85] Each 4654
Item No:7.4.7 :Extra for enamelled guage plate for every 0.5 M
2*835
beyond 2.5 Mtrs depth for additional 1m 1670
6324
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Area/ Major Industries add 5% Area specific loading 316.2
Each 6640.20
Assistant Executive Engineer
KNNL R&R Sub Division No.1 Athani
Executive
Engineer
KNNL R&R
Division Athani
Superintending Engineer
KNNL R&R Circle Athani
25 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers
specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer
applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the
surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and
sand paper smooth, cost of materials, labour complete as per specifications and as per directions of
Engineer-in-charge..

(CSR 2023-24 Vol-2,P.No. 45, I.No. 8.33.1 ) m2 158

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m2
Area/ Major Industries add 5% Area specific loading 7.9
2
m 165.90

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 16 of 37
S.No Description Unit Rate (Rs)
26 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats
on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter
including preparing the surface even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge.

(CSR 2023-24 Vol-2,P.No. 48, I.No. 8.40 ) m2 115

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
m2 5.75
Area/ Major Industries add 5% Area specific loading
2
m 120.75

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani
27 Lettering with black Japan paint of approved brand and manufacture to give an even shade including
preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of
materials, labour complete as per specifications and as per directions of Engineer-in-charge per letter per cm
height
(CSR 2023-24, Vol :2 ,P.No. 49 Item No:8.49) 4.00
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Area/ Major Industries add 5% Area specific loading per 0.2
letter
per cm 4.20
height

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani
28 Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding,
aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe
suitably jointed by collars with all specials with all lead and lifts etc. complete For Over Head Tanks upto 12M
staging
[ CSR 2023-24, Vol :V ,Item No:7.7.3 Pg No.87] Each 11530
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Each
Area/ Major Industries add 5% Area specific loading 576.5
Each 12106.50

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 17 of 37
S.No Description Unit Rate (Rs)
29 Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated
post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm
including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all
lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)
(CSR 2023-24 Vol-V ,P.No. 87, I.No. 7.8 ) Rmt 1327
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Rmt
Area/ Major Industries add 5% Area specific loading 66.35
Rmt 1393.35

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
30 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth,
compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.
Including cost of all labour complete as per specifications
(CSR 2023-24 Vol-I,P.No. 7, I.No. 1.10) 160
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Rmt 8
Area/ Major Industries add 5% Area specific loading
168.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

31 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in
opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
(CSR 2023-24 Vol-II,P.No. 95, I.No. 11.57.2) 113
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining
Kg 5.65
Area/ Major Industries add 5% Area specific loading
118.65

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 18 of 37
S.No Description Unit Rate (Rs)
32 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including
strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineerin- charge. (Made of G.I. wire of dia 4 mm)

(CSR 2023-24 Vol-II,P.No. 95, I.No. 11.58) 803

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining 2
m 40.15
Area/ Major Industries add 5% Area specific loading
843.15

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

33 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with :Cement mortar 1:6 (1 cement : 6 coarse sand)

(CSR 2023-24 Vol-II,P.No.9, I.No. 5.1.1) 5611

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area / Mining 3
m 280.55
Area/ Major Industries add 5% Area specific loading
5891.55

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 19 of 37
Name of Work : Providing Water supply Arrengements at R.C.No-3. (for Dodwad
Village) under H.B.P Of Athani Taluka,Belgaum
Dodwad Village R.C Water Distribution Network
2 PIPE NETWORK Rate Analysis
S.No Description Unit Rate (Rs)
1 Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation

(CSR 2023-24 Vol-V ,P.No. 48, I.No. 3.3 ) m³ 1157

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 57.85
Final Rate m³ 1214.85

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees One Thousand Two Hundred Fourteen And Paise Eighty Five Only

Superintending Engineer
KNNL R&R Circle Athani
2 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key

[CSR 2023-24 Volume : I Item No: 1.4.1 Pg No.5] m³ 242

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 12.1
Final Rate m³ 254.10

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees Two Hundred Fifty Four And Paise Ten Only

Superintending Engineer
KNNL R&R Circle Athani
3 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth,

[CSR 2023-24 Volume : I Item No: 1.10 Pg No.7] m³ 160

CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 8
Final Rate m³ 168.00

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees One Hundred Sixty Eight Only

Superintending Engineer
KNNL R&R Circle Athani
4 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest
HDPE Grade PE100-PN6.0, 63mm dia
[CSR 2023-24 Volume : V Item No: 9.10-- 9.10.1 Pg No.95] Rmt 167
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 8.35
4.1 Final Rate Rmt 175.35
Vol- V Item No Basic Basic+5%
4.1 HDPE Grade PE100-PN6.0,63mm dia 9.10.1 167 175.35
4.2 75 mm Ø 9.10.2 213 223.65
4.3 90 mm Ø 9.10.3 281 295.05
4.4 110 mm Ø 9.10.4 412 432.60
4.5 140 mm Ø 9.10.5 526 552.30
4.6 160 mm Ø 9.10.6 647 679.35
4.7 180 mm Ø 9.10.7 821 862.05
4.8 200 mm Ø 9.10.8 1013 1063.65

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
5 Electrofusion Fittings coupler
63mm ELECTRO FUSION coupler
[CSR 2023-24 Volume : V Item No: 9.17.27 Pg No.108] Each 141
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 7.05
5.1 Final Rate Each 148.05
PE 100 Grade Vol- V Item No Basic Basic+5%
5.1 ELECTRO FUSION coupler 0,63mm dia 9.17.27 141 148.05
5.2 75mm ELECTRO FUSION coupler 9.17.28 179 187.95
5.3 90mm ELECTRO FUSION coupler 9.17.29 231 242.55

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
5.4 Electrofusion Fittings coupler ( as per Market Rate)
110 mm ELECTRO FUSION coupler
MARKET RATE Each 160.0
10% on Machinery and electric charges 16.0
20% on Labour Charges 32.0
total A 208.0
10% Contractor's Profit 20.8
total B 228.8
10% Overhead Charges 22.9
Final Rate Total C 251.7
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 12.58
5.4 Final Rate Each 264.26
market rate CF+OC Basic+5%
5.4 ELECTRO FUSION coupler 110 mm Ø 160 251.68 264.26
5.5 ELECTRO FUSION coupler 140 mm Ø 330 519.09 545.04
5.6 ELECTRO FUSION coupler 160 mm Ø 400 629.2 660.66
5.7 ELECTRO FUSION coupler 180 mm Ø 580 912.34 957.95
5.8 ELECTRO FUSION coupler 200 mm Ø 710 1116.8 1172.67

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Market Rates refered from the web portal

https://www.jskhdpefittings.com/products/electrofusion-coupler/
J S K Plastic industries Ahmedabad-382350, Gujarat, India

6 Electrofusion Fittings Tee

63mm ELECTRO FUSION Tee
[CSR 2023-24 Volume : V Item No: 9.17.30 Pg No.108] Each 246
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 12.3
6.1 Final Rate Each 258.30
PE 100 Grade Vol- V Item No Basic Basic+5%
6.1 ELECTRO FUSION Tee 0,63mm dia 9.17.30 246 258.30
6.2 ELECTRO FUSION Tee 75 mm Ø 9.17.31 358 375.90
6.3 ELECTRO FUSION Tee 90 mm Ø 9.17.32 528 554.40

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
6.4 Electrofusion Fittings Tee ( as per Market Rate)
110 mm ELECTRO FUSION EQUAL Tee
MARKET RATE Each 480.0
10% on Machinery and electric charges 48.0
20% on Labour Charges 96.0
total A 624.0
10% Contractor's Profit 62.4
total B 686.4
10% Overhead Charges 68.6
Final Rate Total C 755.0
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 37.75
6.4 Final Rate Each 792.79
market rate CF+OC Basic+5%
6.4 ELECTRO FUSION Tee 110 mm Ø 480 755.04 792.79
6.5 140 mm Ø 1080 1698.8 1783.78
6.6 160 mm Ø 1620 2548.3 2675.67
6.7 180 mm Ø 2280 3586.4 3765.76
6.8 200 mm Ø 3300 5190.9 5450.44

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Market Rates refered from the web portal

https://www.jskhdpefittings.com/products/hdpe-electrofusion-equal-tee/
J S K Plastic industries Ahmedabad-382350, Gujarat, India

7 Electrofusion Fittings Elbow

63mm ELECTRO FUSION Elbow
[CSR 2023-24 Volume : V Item No: 9.17.33 Pg No.108] Each 247
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 12.35
7.1 Final Rate Each 259.35
PE 100 Grade Vol- V Item No Basic Basic+5%
7.1 ELECTRO FUSION Elbow 0,63mm dia 9.17.33 247 259.35
7.2 75 mm Ø 9.17.34 288 302.40
7.3 90 mm Ø 9.17.35 453 475.65

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
7.4 Electrofusion Fittings Elbow( as per Market Rate)
110 mm ELECTRO FUSION Elbow
MARKET RATE Each 400.0
10% on Machinery and electric charges 40.0
20% on Labour Charges 80.0
total A 520.0
10% Contractor's Profit 52.0
total B 572.0
10% Overhead Charges 57.2
Final Rate Total C 629.2
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 31.46
7.4 Final Rate Each 660.66
market rate CF+OC Basic+5%
7.4 ELECTRO FUSION Elbow 110 mm Ø 400 629.2 660.66
7.5 140 mm Ø 770 1211.2 1271.77
7.6 160 mm Ø 1210 1903.3 1998.49
7.7 180 mm Ø 1650 2595.5 2725.22
7.8 200 mm Ø 2250 3539.3 3716.21

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Market Rates refered from the web portal

https://www.jskhdpefittings.com/products/hdpe-electrofusion-elbow/
J S K Plastic industries Ahmedabad-382350, Gujarat, India
8 Electrofusion Fittings Reducer
90 x 75mm ELECTRO FUSION Reducer
[CSR 2023-24 Volume : V Item No: 9.17.36 Pg No.108] Each 504
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 25.2
8.1 Final Rate Each 529.20
PE 100 Grade Vol- V Item No Basic Basic+5%
8.1 ELECTRO FUSION reducer 90 x 75mm Ø 9.17.36 504 529.20
8.2 90 x 63 mm Ø 9.17.37 442 464.10
8.3 75 x 63 mm Ø 9.17.38 281 295.05

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
8.4 Electrofusion Fittings Reducer( as per Market Rate)
110 x 63 mm ELECTRO FUSION Reducer
MARKET RATE Each 390.0
10% on Machinery and electric charges 39.0
20% on Labour Charges 78.0
total A 507.0
10% Contractor's Profit 50.7
total B 557.7
10% Overhead Charges 55.8
Final Rate Total C 613.5
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 30.67
8.4 Final Rate Each 644.14
market rate CF+OC Basic+5%
8.4 ELECTRO FUSION reducer 110 x 63mm Ø 390 613.47 644.14
8.5 110 x 90mm Ø 420 660.66 693.69
8.6 140 x 63mm Ø 620 975.26 1024.02
8.7 140 x 90mm Ø 640 1006.7 1057.05
8.8 140 x 110mm Ø 720 1132.6 1189.18
8.9 160 x 63mm Ø 840 1321.3 1387.38
8.10 160 x 90mm Ø 840 1321.3 1387.38
8.11 160 x 140mm Ø 1050 1651.7 1734.23
8.12 180 x 90mm Ø 1140 1793.2 1882.88
8.13 180 x 140mm Ø 1160 1824.7 1915.91
8.14 180 x 160mm Ø 1180 1856.1 1948.94
8.15 200 x 110mm Ø 1200 1887.6 1981.98
8.16 200 x 160mm Ø 1250 1966.3 2064.56
8.17 200 x 180mm Ø 1250 1966.3 2064.56

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
 9 Electrofusion Fittings End cap
63 mm ELECTRO FUSION end cap
MARKET RATE Each 90.0
10% on Machinery and electric charges 9.0
20% on Labour Charges 18.0
total A 117.0
10% Contractor's Profit 11.7
total B 128.7
10% Overhead Charges 12.9
Final Rate Total C 141.6
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 7.07
9.1 Final Rate Each 148.64
market rate CF+OC Basic+5%
9.1 ELECTRO FUSION reducer 63mm Ø 90 141.57 148.64
9.2 75mm Ø 110 173.03 181.68

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
10 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of
[CSR 2023-24, Vol :V , Item No:2.23.1-2.23.5 Pg No.22] each 5535
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 276.75
10.1 Final Rate each 5811.75
PN 10 Grade Vol- V Item No Basic Basic+5%
10.1 For sluice Valve of PN - 10.0 and 50mm 2.23.1 5535 5811.75
10.2 For sluice Valve of PN - 10.0 and 80mm 2.23.2 10393 10912.65
10.3 For sluice Valve of PN - 10.0 and 100mm 2.23.3 10884 11428.20
10.4 For sluice Valve of PN - 10.0 and 150mm 2.23.4 17490 18364.50
10.5 For sluice Valve of PN - 10.0 and 200mm 2.23.5 28709 30144.45

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani
11 Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed
[CSR 2023-24, Vol :V , Item No:2.35.2 Pg No.28] each 29005
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 1450.25
11. Final Rate each 30455.25

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees Thirty Thousand Four Hundred Fifty Five And Paise Twenty Five Only

Superintending Engineer
KNNL R&R Circle Athani
12 Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+,
[CSR 2023-24, Vol :V , Item No:2.50 Pg No.33] each 2750
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 137.5
12. Final Rate each 2887.50

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees Two Thousand Eight Hundred Eighty Seven And Paise Fifty Only

Superintending Engineer
KNNL R&R Circle Athani
13 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete
[CSR 2023-24, Vol :V , Item No:11.2.9 Pg No.127] m 1245
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
Mining Area/ Major Industries add 5% Area specific loading 62.25
13. Final Rate m 1307.25

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees One Thousand Three Hundred Seven And Paise Twenty Five Only

Superintending Engineer
KNNL R&R Circle Athani
14 Providing and laying in position Cement Concrete for levelling course for all works in foundation.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and
all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4
Using 20 mm nominal size graded crushed coarse aggregates
[CSR 2023-24, Vol :I , Item No:WRD 2.1.6, Pg No:15] m³ 6243
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
m³
Mining Area/ Major Industries add 5% Area specific loading 312.15
14 Final Rate m³ 6555.15

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees Six Thousand Five Hundred Fifty Five And Paise Fifteen Only

Superintending Engineer
KNNL R&R Circle Athani
15 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place
or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading
to required slope and compacting to meet the requirement complete as per specifications, including
cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work
Providing Murrum bedding for the pipeline trenches in black cotton and rock reaches including
watering and consolidation by punners etc. complete with all lead and lift with
[CSR 2023-24, Vol :I , Item No:WRD 2.1.6, Pg No:15] m³ 474
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
m³
Mining Area/ Major Industries add 5% Area specific loading 23.7
15 Final Rate m³ 497.70

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees Four Hundred Ninety Seven And Paise Seventy Only

Superintending Engineer
KNNL R&R Circle Athani
16 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth,
compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.
Including cost of all labour complete as per specifications
(CSR 2023-24 Vol-I ,P.No. 7, I.No. 1.10 ) m³ 160
CSR 2023-24 P No.A53 vii(6) Major Irrigation command area /
m³
Mining Area/ Major Industries add 5% Area specific loading 8
15 Final Rate m³ 168.00

Assistant Executive Engineer Executive Engineer

KNNL R&R Sub Division No.1 Athani KNNL R&R Division Athani
Rupees One Hundred Sixty Eight Only

Superintending Engineer
KNNL R&R Circle Athani
 CONSTRUCTION RCC VALVE CHAMBER. 1.0 M X 1.0 M

3 Rate Analysis
Sl.
Item Unit Rate
No

Earth work excavation by manual means for drains,canals, waste weir, draft,
approach channels, key trenches, foundation of bridges and such simillar works in
all kinds of soils , as per drawing and technical specifications, including setting out,
shoring, strutting, barricading, caution lights, removal of stumps and other
1 deleterious matter, excavated surface leveled and sides neatly dressed disposing
off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius
of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces
required to complete the work.In ordinary Soil

[CSR 2023-24 Volume : I Item No: 1.4.1 Pg No.29] Cum 242

add 5% Area weightage Cum 12.1
Cum 254.10

Providing and laying in position plain cement concrete for levelling course for all
works in foundation. The granite/trap/basalt crushed graded coarse aggregates and
fine aggrregates as per relevant IS Codes machine mixed, laid in layers not
exceeding 150 mm thickness, well compacted using plate vibrators, including all
lead & lifts, cost of all materials of quality, labour, Usage charges of machineries,
curing, and all the other appurtenances required to complete the work as per
2 technical specifications. (The cost od steel reinforcement & formwork shall be paid
separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates

Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse

aggregates
(CSR 2023-24 Vol-1,P.No. 15, I.No. 2.1.3 ) Cum 5989
add 5% Area weightage Cum 299.45
Concreting rate including Formwork, Centering & Scaffolding for
foundation, substructure of cross drainage @ 5% (PWD CSR 2021-22 Cum 6288.45
Vol-1 Pg no.115)

Providing and laying in position Reinforced cement concrete for all Foundation
works. The granite/trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticizers laid in
finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials,quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all the other appurtenances required to
3 complete the work as per technical specifications. (The cost of steel reinforcement
& formwork to be paid separately)

M20 Design Mix Using 20 mm nominal size graded crushed coarse

aggregates

[CSR 2023-24 Vol-1 Chapter No: 2 Item No: 2.2.1.] Cum 6287
Concreting rate including Formwork, Centering & Scaffolding for
Cum 502.96
foundation, substructure of cross drainage @ 8% (PWD CSR 2021-22
add 5% Area weightage Cum 314.35
Cum 7104.31

Page 29 of 37
Sl.
Item Unit Rate
No

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending,
4
hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and
other ancilary operations complete as per drawing and technical specification.

(CSR 2023-24 Vol-1,P.No. 18, I.No. 2.11 e)Dam & Allied Works Kg 88.842
add 5% Area weightage 4.44
93.28
Assistant Executive Engineer
KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 30 of 37
 NEW HOUSE HOLD Functional Household Tap Connection
4 Rate Analysis
S.No. Description of Item unit Rate
1 Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all
classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger
lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak,
refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in
layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and
consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair
manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a
Complete manner).

:(CSR 2023-24 Vol-V ,P.No. 48, I.No. 3.3 ) Cum 1157.00

add 5% Area weightage Cum 57.85
Cum 1214.85

2 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and
technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated
earth or sorting& stacking the selected earth for reuse in a radius of 50 m. [CSR 2023-24 Volume :I Item No:
1.4.1 Pg No.5] . .
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m
including cost of labour, tools, usage& other appurtenances required to complete the workIn all kinds of soils.
Depth upto 1.50m.[CSR 2023-24 Volume :I Item No: 1.10 Pg No.7]

FOR MDPE PIPE

[CSR 2023-24 Volume :I Item No: 1.4.1 Pg No.5] Cum 242.00

add 5% Area weightage Cum 12.1
254.10
Volume :I Item No: 1.10 Pg No.7] Filling available excavated earth in trenches Cum 160.00
add 5% Area weightage Cum 8
168.00
final rate 422.10
3 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches,
foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious
matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting &
stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other
appurtenaces required to complete the work

.[CSR 2023-24 Volume : I Item No: 1.4.1 Pg No.29] Cum 242

add 5% Area weightage Cum 12.1
254.10

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani

Page 31 of 37
S.No. Description of Item unit Rate
4 Providing & fixing electro fusion saddle comply with BS EN12201 -3:2011, PN-12.5 rating and food grade raw
material as per BS 6920 with material of construction PE 80 or PE 100 and colour of fitting - Blue/Black for
water applications, EF tapping saddle is V-Regarding type. Designed to fuse at a fusion voltage of 40 volt AC.
EF tapping saddle shall have moulded SS/Brass metal female threaded outlet. EF tapping saddle is fused by
using a top loading piller type pressure exerting 1500N (150 kg apprx.) top load on EF saddle. Fusion time is
170 secs and cooling time is 10mins, Exerted pressure shoud be removed after completing the 10 mins cooling
time. 63x20,75x20,90x20,110x20,140x20 etc. complete 63 mm dia

.[CSR 2023-24 Volume : V Item No: 9.24.1 Pg No.110] No 350.00

add 5% Area weightage No 17.5
367.50

5 MDPE pipe grade PE80 6kg/cm2,4.3mm thick.

[CSR 2021-22 Volume : V mat code:3592 Pg No.31] Rmt 95.00

add 5% Area weightage Rmt 4.75
Rmt 99.75

6 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI
fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water
tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for
testing) For Medium Duty GI pipe:

[CSR 2023-24, Vol :V , Item No:11.2.1 Pg No.127]

i Medium Duty GI pipe of 15mm dia Rmt 209.00
add 5% Area weightage Rmt 10.45
Rmt 219.45
For crossing drain 32mm dia
ii [CSR 2023-24, Vol :V , Item No: 11.2.4 Pg No.127] Rmt 381
add 5% Area weightage Rmt 19.05
Rmt 400.05

7 Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239- II,
1991 with latest amendments if any 15mm dia

[CSR 2023-24, Vol :V , Item No:11.7.1 Pg No.129] No 59.00

add 5% Area weightage No 2.95
No 61.95
Assistant Executive Engineer
KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani

Page 32 of 37
S.No. Description of Item unit Rate
8 Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest
amendments if any.15mm dia

[CSR 2023-24, Vol :V , Item No:11.6.1 Pg No.129] No 59.00

add 5% Area weightage No 2.95
No 61.95

9 Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest
amendments if any. 15mm dia

[CSR 2023-24, Vol :V , Item No:11.12.1 Pg No.131] No 84.00

add 5% Area weightage No 4.2
88.20

10 Flow control valve 5 LPM/10LPM/ 15 LPM Providing, & fixing Flow control Valve Using food Grade materials SS
316 ball /1/2"[15mm]including cost of all materias labourcharges, HOM and testing complete as per following
specification

. [CSR 2023-24, Vol :V , Item No:2.84.1 Pg No.42] No 255.00

add 5% Area weightage No 12.75
No 267.75

11 Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore, 86 mm long,
weighing not less than 88 g

[ CSR 2023-24, Vol :II , Item no:13.18.1 pg no 120] Nos 131.00

add 5% Area weightage Nos 6.55
Nos 137.55

12 Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer
confoming to IS 779 withits latest amendments of following size to service connections including conveying and
fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift.

15mm dia
[ CSR 2023-24, Vol :V , Item no:2.52.1 Pg No.34] No 1700.00
add 5% Area weightage No 85
No 1785.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani

Page 33 of 37
S.No. Description of Item unit Rate
13 Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’
Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm
with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for
600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC
1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm
height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed.

HDPE water meter box

[ CSR 2023-24, Vol :V , Item no:9.23 Pg No.109] No 537.00
add 5% Area weightage No 26.85
No 563.85

14 Providing and fixing brass bib cock of approved quality :15 mm nominal bore

[ CSR 2023-24, Vol :II , Item no:13.2.1 Pg No.117] No 286.00

add 5% Area weightage No 14.3
No 300.30

15 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a
prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and
fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a
concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid
in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges,
steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,
compacted using needle, screed and plate vibrators and finished in continuous operation including construction
joints, primer, sealant ,curing of concrete slabs for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and
conveyance of all materials,labour,equipments etc.,complete.as per thedirections of the Engineer-in-charge of
the work.

[CSR 2023-24, Vol :III , Item No:16.27 Pg No.148] Cum 6374.00

add 5% Area weightage Cum 318.7
Cum 6692.70

16 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates and fine aggrregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead &
lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other
appurtenances required to complete the work as per technical specifications. (The cost od steel reinforcement &
formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates
(CSR 2023-24 Vol-1,P.No. 15, I.No. 2.1.3 ) Cum 5989.00
add 5% Area weightage Cum 299.45
Cum 6288.45

Grand Total

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani
Superintending Engineer
KNNL R&R Circle Athani

Page 34 of 37
 Stand post for House Service Connection
5 Rate Analysis

S.No. Description of Item unit Rate

Providing and laying in position plain cement concrete for levelling course for all works in
foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per
relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted
using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of
1
quality, labour, Usage charges of machineries, curing and all the other appurtenances required to
complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid
separately). P&L PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter,compaction, curing
etc.

Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates

[CSR 2023-24, Vol :1 , ,Item No:2.1.4, pg no:15] Cum 6217

add 5% Area weightage Cum 310.85
6527.85
Providing and laying in position Reinforced cement concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators,
including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS
2 codes , labour, Usage charges ofmachinery, curing and all the other appurtenances required to
complete the work as per technical specifications. (The cost of steel reinforcement & formwork to
be paid separately)

M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
[CSR 2021-22, Vol :1 , ,Item No:2.2., pg no:64] Cum 6287.00
Addendum I – Percentage Additionalities for Formwork, Cum 502.96
Concreting rate including formwork, centering & Scaffolding for foundation,
substructure of cross drainage @ 8%(PWD CSR 2021-22 Vol-1 pg no:111)
add 5% Area weightage Cum 314.35
Cum 7104.31

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 35 of 37
S.No. Description of Item unit Rate

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all
materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding
3 joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as
per drawing and technical specification. (CSR 2023-24 Vol-1,P.No. 18, I.No. 2.11 e)Dam & Allied
Works

Steel kg 88.842
add 5% Area weightage kg 4.44
kg 93.284

Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade
:Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops
4 and foreign matter including preparing the surface even and sand paper smooth, cost of materials,
labour complete as per specifications and as per directions of Engineer-in-charge. [.(CSR 2023-24
Vol-II,P.No. 48, I.No. 8.40 )

Sq.m 115.00
add 5% Area weightage Sq.m 5.75
Sq.m 120.75

Lettering with black Japan paint of approved brand and manufacture to give an even shade
including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and
5 foreign matter, cost of materials, labour complete as per specifications and as per directions of
Engineer-in-charge.[CSR 2023-24, Vol :II ,Item No:8.49]

Cm 4.00
add 5% Area weightage Cm 0.20
Cm 4.20

Assistant Executive Engineer

KNNL R&R Sub Division No.1 Athani
Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani

Page 36 of 37
 Providing detailed layout plan of Area
6 Rate Analysis
S.No. Description of Item unit Rate

Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and
detailed Engineering plane table Survey with the help of 24' Alidade.The dolomite area
measurement of the plot and structures, trees, over head line and under ground service
amenities within the area, with triagular method and giving detailes of the structures, such as
total area, type of building and distance from all corners taking trial pit 0.5x0.5x2.00 m.-
1 2Nos. per acre and collection of record from city survey / D.I.L.R. authorities and authentication.
The plan shall be traced on 75 micron polyster film and shall be submitted along with
three Amonia prints. The contour levels shall be marked at 0.5 Meter intervals. Note:- The
items includes- 1) Traversing work with theodolite and steel tape. 2) Levelling Grid Work of
the terrain. 3) Detailed Engineering Survey and contouring work of the terrain. 4) Plotting
work. 5) Collection of Record. b) Above 1 Acre

[CSR 2023-24, Vol :1,Item No:23, pg no:126] ha 8500

ha 425
8925.00

Assistant Executive Engineer

KNNL R&R Sub Division No.1
Athani

Executive Engineer
KNNL R&R Division Athani

Superintending Engineer
KNNL R&R Circle Athani