SOR DWS 2010

1. The rate analysis of loading and unloading of various items include stacking.
2.
3.
4.
5.
The cost for carriage will vary depending upon the riding quality in terms of surface of the road.
Provision has accordingly been made considering surfaced roads ( Black Top ), unsurfaced
gravel roads ( brick soled ) and katcha tracks.
Analysis of carriage of materials is exclusive of the loading, unloading and stacking and this
has to be added as applicable.
Chapter - 1
Loading, Unloading, Carriage of Materials
a. Preamble
The rate analysis of loading and unloading has been given both by manual and mechanical
means. Means of loading / unloading appropriate to the work and site is to adopted.
The rate analysis for haulage of materials has been made in terms of tonne - kilometer(t.km)
for ease of adoption depending upon the lead in km and load in tonnes.
SOR for DWS works-2010.Tripura Page - 1

Item No. unit Rate
1.1 Loading and unloading of materials by manual means.
i.
Cum 56.80
ii.
Cum 31.30
iii.
Cum 29.90
iv.
Cum 25.50
v.
No 0.10
vi.
No 0.10
vii.
t 71.90
viii.
t 79.80
ix.
t 91.60
x.
t 99.60
xi.
t 91.60
xii.
t 95.60
xiii.
t 113.30
xiv.
t 123.50
xv.
t 199.90
Unloading of SCI / CI / DI pipes , valves, specials & fittings
etc. by manual means including a lead upto 50 m
Loading of all kinds of PVC pipes including specials & fittings
etc. by manual means including a lead upto 30 m
Loading of SCI / CI / DI pipes, valves, specials & fittings etc.
by manual means including a lead upto 30 m
Loading of bricks by manual means including a lead upto 50
m
Unloading and Stacking of Bricks by manual means including
a lead upto 50 m
Loading of cement, paints etc. by manual means including a
lead upto 50 m
Unloading of cement, paints etc. by manual means including a
lead upto 50 m
Loading of structural steel, steel Bars, timber etc. by manual
means including a lead upto 30 m
Unloading of structural steel, steel bars, timber etc. by manual
means including a lead upto 50 m
Loading of steel pipes like ERW / GI including specials &
fittings etc. by manual means including a lead upto 30 m
Loading, Unloading, Carriage of Materials
Unloading of steel pipes like ERW / GI including specials &
Loading of earth, sand etc. by manual means within a lead
upto 50 m.
Unloading of stone aggregate, brick aggregate, gravel etc. by
manual means within a lead upto 50 m.
Unloading of Earth, Sand by manual means including a lead
upto 50 m.
Brief Description of item
Loading of stone aggregate, brick aggregate, gravel etc. by
manual means within a lead upto 50 m.
Chapter - 1

Item No. unit Rate
xvi.
t 210.00
xvii.
t 117.90
xviii.
t 124.10
xix.
t 82.00
xx.
t 96.00
1.2 Haulage of materials by mechanical means excluding Loading & Unloading
i. Surfaced Road t.km. 2.30
ii. Unsurfaced Gravel Road t.km. 2.90
iii.
t.km. 4.90
Katcha Track and Track in River Bed / Nallah Bed and Choe
Bed
Unloading of all kinds of PVC pipes including specials &
Loading of all kinds of brass (including alloys) pipes, valves,
specials & fittings etc. by manual means including a lead upto
30 m
Unloading of all kinds of brass (including alloys) pipes, valves,
specials & fittings etc. by manual means including a lead upto
50 m
Loading of RCC pipes, collars, specials & fittings etc. by
manual means including a lead upto 30 m
Unloading of RCC pipes, collars, specials & fittings etc. by
manual means including a lead upto 50 m

Item No. unit Rate in Rs.
2.1
A. Class - 3 ( working pressure 6.0 kg / cm2)
i. 90 mm OD Metre 151.90
ii. 110 mm OD Metre 219.40
iii. 140 mm OD Metre 367.00
B. Class - 5 ( working pressure 10.0 kg / cm2)
i. 160 mm OD Metre 545.10
2.2
i. 90 mm dia No. 198.50
ii. 110 mm dia No. 249.10
iii. 140 mm dia No. 329.90
iv. 160 mm dia No. 865.50
2.3
i. 90 mm dia No. 84.50
ii. 110 mm dia No. 108.90
iii. 140 mm dia No. 168.80
iv. 160 mm dia No. 286.80
Chapter - 2
Providing, fixing and laying rigid UPVC pipes conforming to IS :
4985 jointing with couplers, of same class conforming to IS : 10124
( Pt-II ) with solvent cement conforming to IS : 14182 including
testing of joints complete ( but excluding the cost of specials like
bend, tees etc. which will be paid separately ) as per chapter 20 of
CPWD specification and direction of the Engineer - in - charge.
Providing, fixing and laying fabricated UPVC bend of required
degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with
solvent cement conforming to IS : 14182 including testing of joints
complete as per chapter 20 of CPWD specification and direction of
the Engineer - in - charge.
Providing, fixing and laying fabricated UPVC end cap conforming to
IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182
including testing of joints complete as per chapter 20 of CPWD
specification and direction of the Engineer - in - charge.
Water Supply

2.4
i. 90 x 90 mm dia No. 236.90
ii. 110 x 110 mm dia No. 401.30
iii. 140 x 140 mm dia No. 581.10
iv. 160 x 160 mm dia No. 706.50
2.5
i. 110 x 90 mm dia No. 216.50
ii. 140 x 110 mm dia No. 297.00
iii. 140 x 90 mm dia No. 272.10
iv. 160 x 140 mm dia No. 489.50
2.6
i. 90 mm dia No. 261.30
ii. 110 mm dia No. 362.50
iii. 140 mm dia No. 501.50
iv. 160 mm dia No. 659.10
2.7
i. 90 mm dia No. 290.40
ii. 110 mm dia No. 391.60
Providing, fixing and laying flanged fabricated UPVC tailpiece with
MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with
Providing, fixing and laying flanged fabricated UPVC tailpiece
conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick )
with solvent cement conforming to IS - 14182 including testing of
joints complete as per chapter 20 of CPWD specification and
direction of the Engineer - in - charge.
Providing, fixing and laying fabricated UPVC equal tee conforming
to IS : 10124 ( Part 5 ) with solvent cement conforming to IS :
14182 including testing of joints complete as per chapter 20 of
Providing, fixing and laying fabricated UPVC straight reducer
conforming to IS : 10124 ( Part 3 ) with solvent cement conforming
to IS : 14182 including testing of joints complete as per chapter 20
of CPWD specification and direction of the Engineer - in - charge.

iii. 140 mm dia No. 530.50
iv. 160 mm dia No. 688.10
2.8
i. 16 mm OD pipe Metre 153.50
ii. 20 mm OD pipe Metre 184.60
iii. 25 mm OD pipe Metre 232.70
iv. 32 mm OD pipe Metre 309.40
v. 40 mm OD pipe Metre 406.40
vi. 50 mm OD pipe Metre 526.20
2.9
Metre 45.70
2.10
A.
Providing and fixing Polyethelene-Aluminium-Polyethelene ( PE-AL-
PE ) Composite Pressure Pipes conforming to IS - 15450 U.V.
stabilised with carbon black having thermal stability for hot & cold
water supply, capable to withstand temperature upto 80 degree C
including all special fittings of composite material ( engineering
plastic blend and brass inserts wherever required ) e.g. elbows,
tees, reducers, couples & connectors etc, with clamps at 1.00
metre spacing, this includes testing of joints complete as per
chapter 20 of CPWD specification and direction of the Engineer - in
- charge. Internal work - Exposed on wall
Concealed work including cutting chases and making good
the wall etc.
Making chases upto 75 x 75 mm in walls including making good
and finishing with matching surface, after housing the specified
pipes with necessary fittings etc. as per chapter 20 of CPWD
Providing and fixing Polyethelene - Aluminium -Polyethelene ( PE -
AL - PE ) Composite Pressure Pipes conforming to IS - 15450
U.V. stabilised with carbon black having thermal stability for hot &
cold water supply, capable to withstand temperature upto 80
degree C including all special fittings of composite material (
engineering plastic blend and brass inserts wherever required ) e.g.
elbows, tees, reducers, couplers & connectors etc. with clamps at
1.00 metre spacing. This includes the costs of cutting chases and
testing of joints complete as per chapter 20 of CPWD specification
and direction of the Engineer - in - charge.

2.11
A. External work.
v. 40 mm OD pipe Metre 382.70
vi. 50 mm OD pipe Metre 502.50
2.12
A. Internal work-exposed on wall
i. PN-16 Pipe, 16 mm OD Metre 75.80
ii. PN-16 pipe, 20 mm OD Metre 102.00
iii. PN - 16 Pipe, 25 mm OD Metre 142.80
iv. PN-16 Pipe, 32 mm OD Metre 215.00
v. PN-16 Pipe, 40 mm OD Metre 326.60
vi. PN-16 Pipe, 50 mm OD Metre 453.50
Providing and fixing Polyethelene - Aluminium -Polyethelene ( PE -
AL - PE ) Composite Pressure Pipes conforming to IS - 15450 -
2004 U.V. stabilised with carbon black having thermal stability for
hot & cold water supply, capable to withstand temperature upto 80
degree C including all special fittings of composite material (
engineering plastic blend and brass inserts wherever required ) e.g.
elbows, tees, reducers, couples & connectors etc, with trenching,
refilling and testing of joints complete as per chapter 20 of CPWD
Providing and fixing 3 layer PP - R ( Poly propylene Random
copolymer ) pipes SDR 7.4 UV stabilised & anti-microbial fusion
welded, having thermal stability for hot & cold water supply
including all PP - R plain & brass threaded polypropylene random
fittings i/c fixing the pipe with clamps at 1.00 m spacing. This
includes testing of joints complete as per chapter 20 of CPWD

2.13
A.
ii. PN-16 pipe, 20 mm OD Metre 144.70
iii. PN - 16 Pipe, 25 mm OD Metre 182.50
2.14
A. External Work
ii. PN-16 Pipe, 20 mm OD Metre 93.50
iii. PN-16 Pipe, 25 mm OD Metre 133.70
v. PN-16 Pipe, 40 mm OD Metre 303.00
vi. PN-16 Pipe, 50 mm OD Metre 429.80
vii. PN-16 Pipe, 63 mm OD Metre 659.20
viii. PN - 16 Pipe, 75 mm OD Metre 932.40
ix. PN-16 Pipe, 90 mm OD Metre 1,476.40
x. PN-10 Pipe, 110 mm OD(SDR-11) Metre 1,545.90
xi. PN-10 Pipe, 160 mm OD(SDR-11) Metre 3,231.30
the walls etc.
copolymer ) pipes SDR 7.4 UV stabilised 7 & anti - microbial fusion
welded , having thermal stability for hot & cold water supply
including all PP - R & brass threaded polypropylene random fittings
including trenching. refilling & testing of joints complete as per
- charge.
copolymer ) pipes SDR 7.4 UV stabilised & anti-microbial fusion
welded, having thermal stability for hot & cold water supply
including all PP - R plain & brass threaded polypropylene random
fittings including fixing the pipe with clamps at 1.00 m spacing.
This includes the cost of cutting chases and making good the
same including testing of joints complete as per chapter 20 of

2.15
A. Internal work Exposed on wall
i. 15 mm nominal outer dia Pipes. Metre 103.70
ii. 20 mm nominal outer dia. Pipes. Metre 122.20
iii. 25 mm nominal outer dia. Pipes Metre 158.00
iv. 32 mm nominal outer dia. Pipes Metre 205.20
v. 40 mm nominal outer dia. Pipes Metre 286.80
vi. 50 mm nominal outer dia. Pipes Metre 434.40
2.16
A.
iii. 25 mm nominal outer dia. Pipes Metre 197.70
iv. 32 mm nominal outer dia. Pipes Metre 239.70
2.17
Providing and fixing Chlorinated Polyvinyl Chloride ( CPVC ) pipes,
having thermal stability for hot & cold water supply including all
CPVC plain & brass threaded fittings, this included jointing of pipes
& fittings with one step CPVC solvent cement, trenching. refilling &
testing of joints complete as per chapter 20 of CPWD specification
CPVC plain & brass threaded fittings including fixing the pipe with
clamps at 1.00 m spacing. This includes jointing of pipes & fittings
with one step CPVC solvent cement and the cost of cutting
chases and making good the same including testing of joints
the walls etc.
CPVC plain & brass threaded fittings including fixing the pipe with
clamps at 1.00 m spacing. This includes jointing of pipes & fittings
with one step CPVC solvent cement and testing of joints complete
as per chapter 20 of CPWD specification and direction of the
Engineer - in - charge.

A. External work
iii. 25 mm nominal outer dia. Pipes. Metre 148.90
iv. 32 mm nominal outer dia. Pipes. Metre 190.90
v. 40 mm nominal outer dia. Pipes. Metre 263.10
vi. 50 mm nominal outer dia. Pipes. Metre 410.80
vii. 62.50 mm nominal inner dia. Pipes. Metre 565.90
viii. 75 mm nominal inner dia. Pipes. Metre 775.80
ix. 100 mm nominal inner dia. Pipes. Metre 1,036.80
x. 150 mm nominal inner dia. Pipes. Metre 1,359.00
2.18
A. Internal work - Exposed on wall.
i. 15 mm dia. nominal bore Metre 119.90
ii. 20 mm dia. nominal bore Metre 151.90
iii. 25 mm dia. nominal bore Metre 203.10
iv. 32 mm dia. nominal bore Metre 250.00
v. 40 mm dia. nominal bore Metre 297.50
vi. 50 mm dia. nominal bore Metre 386.20
2.19
Providing and fixing G.I. pipes of medim class as per IS : 1239 with
latest amendment complete with G.I. fittings and clamps, including
cutting and making good the walls etc. complete as per chapter 20
Painting G.I. Pipes and fittings with two or more coats of anti -
corrosive bitumastic paint of approved quality as per chapter 20 of

vii. 65 mm dia. nominal bore Metre 7.20
viii. 80 mm dia. nominal bore Metre 8.50
2.20
A.
2.21
A. External work.
ix. 100 mm dia. nominal bore Metre 657.60
x. 125 mm dia. nominal bore Metre 836.70
xi. 150 mm dia. nominal bore Metre 986.40
Concealed pipe including painting with anti corrosive
bitumastic paint, cutting chases and making good the wall.
Providing and fixing G.I. pipes medim class as per IS : 1239 with
latest amendment complete with G.I. fittings including trenching
and refilling, cutting and making good the walls etc. complete as
per chapter 20 of CPWD specification and direction of the Engineer
- in - charge.
Providing and fixing G.I. pipes medim class as per IS : 1239 with
latest amendment complete with G.I. fittings and clamps, including
cutting and making good the walls etc. complete as per chapter 20

2.22
A. External work.
ix. 100 mm dia. nominal bore Metre 811.40
x. 125 mm dia. nominal bore Metre 1,036.10
xi. 150 mm dia. nominal bore Metre 1,223.30
2.23
i. 25 mm to 40 mm dia. nominal bore No. 302.60
ii. 50 mm to 80 mm dia. nominal bore No. 534.00
2.24
i. 15 mm nominal bore No 186.10
ii. 20 mm nominal bore No 232.50
2.25
Providing and fixing brass stop cock conforming to IS : 781 as per
- charge.
Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with
latest amendment complete with G.I. fittings including trenching
and refilling, cutting and making good the walls etc. complete as
- in - charge.
Making connection of G.I. distribution branch with G.I. main of
following sizes by providing and fixing tee, including cutting &
threading the pipe etc. complete as per chapter 20 of CPWD
Providing and fixing brass bib cock conforming to IS : 781 as per
- charge.

2.26
ii. 32 mm nominal bore No 1,044.50
iii. 40 mm nominal bore No 1,306.20
iv. 50 mm nominal bore No 2,029.80
v. 65 mm nominal bore No 3,447.60
vi. 80 mm nominal bore No 5,059.80
2.27
A. High or low pressure with plastic floats.
iii. 25 mm nominal bore No 249.50
2.28
A. Horizontal.
iv. 50 mm nominal bore No 935.00
B. Vertical
Providing and fixing gun metal gate valve with C.I. wheel (screwed
end) conforming to IS : 778 as per chapter 20 of CPWD
Providing and fixing ball valve ( brass) of conforming to IS : 1703,
9762 as per chapter 20 of CPWD specification and direction of the
Providing and fixing gun metal non-return valve (screwed end)
conforming to IS : 778 as per chapter 20 of CPWD specification

2.29
i. 80 mm nominal bore No 2,906.50
ii. 100 mm nominal bore No 3,881.90
iii. 125 mm nominal bore No 4,847.90
vii. 300 mm nominal bore No 26,212.00
viii. 350 mm nominal bore No 31,640.20
ix. 400 mm nominal bore No 37,565.80
x. 450 mm nominal bore No 42,504.20
xi. 500 mm nominal bore No 47,444.50
2.30
iii. 20 mm nominal bore No. 248.70
iv. 25 mm nominal bore No. 250.70
2.31 Charges for fixing brass ferrule with C.I. mouth cover including
boring and tapping the main, ( excluding the cost of ferrule )
Providing and fixing C.I. non-return valve of approved quality as
- in - charge.
Providing and fixing brass ferrule with C.I. cover conforming to IS :
2692 including boring and tapping the main as per chapter 20 of

ii. 15 mm nominal bore No. 45.50
iii. 20 mm nominal bore No. 57.70
iv. 25 mm nominal bore No. 68.70
2.32
A. 30 cm length
i. 15 mm nominal bore No. 46.20
B. 45 cm length
i. 15 mm nominal bore No. 56.40
2.33
i. 100 mm diameter No. 49.00
ii. 150 mm diameter No. 66.60
2.34
t 559.90
2.35
t 1,050.90
2.36
t 735.60
2.37
i. Upto 300 mm dia. t 36,592.80
Charges for laying in position S & S or flanged C.I. / D.I. pipes (
excluding cost of pipe ) complete as per chapter 20 of CPWD
Charges for laying in position S & S or flanged C.I. special such
tees, bends, collars, tapers and caps etc. ( excluding cost of
specials ) complete as per chapter 20 of CPWD specification and
Charges for laying in position S & S or flanged D.I. special such
tees, bends, collars, tapers and caps etc. ( excluding cost of
specials ) as per chapter 20 of CPWD specification and direction of
Providing and laying S & S C.I. standard specials such as tees,
bends, collars, tapers, caps etc. ( Heavy class ) as per chapter 20
Providing and fixing unplasticised PVC connection pipe with brass
unions as per chapter 20 of CPWD specification and direction of
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

ii. Over 300 mm dia. t 39,480.30
2.38
i. Upto 300 mm dia. t 65,026.30
ii. Over 300 mm dia.. t 71,720.10
2.39
i. 80 mm dia. pipe. Metre 711.60
ii. 100 mm dia. pipe. Metre 935.60
iii. 125 mm dia. pipe. Metre 1,144.60
iv. 150 mm dia. pipe. Metre 1,352.60
v. 200 mm dia. pipe. Metre 1,880.10
vi. 250 mm dia. pipe. Metre 2,671.00
vii. 300 mm dia. pipe. Metre 3,550.10
viii. 350 mm dia. pipe. Metre 4,378.50
ix. 400 mm dia. pipe. Metre 5,363.20
x. 450 mm dia. pipe. Metre 6,417.20
xi. 500 mm dia. pipe. Metre 7,816.20
xii. 600 mm dia. pipe. Metre 10,326.60
2.40
i. 80 mm dia Joints 84.50
ii. 100 mm dia Joints 93.00
iii. 125 mm dia. Joints 135.10
iv. 150 mm dia. Joints 138.80
Providing and laying flanged C.I. standard specials such as tees,
bends, collars, tapers, caps etc. suitable for flanged jointing as per
IS : 1538 as per chapter 20 of CPWD specification and direction of
Providing and laying S & S centrifugally cast ( spun ) iron pipes (
Class L A ) conforming to IS : 1536. as per chapter 20 of CPWD
Providing lead caulked joints to spun iron or C.I. pipes and specials
including testing of joints but excluding the cost of pig lead as per
- charge.

v. 200 mm dia. Joints 184.20
vi. 250 mm dia. Joints 230.00
vii. 300 mm dia. Joints 277.90
viii. 350 mm dia. Joints 288.40
ix. 400 mm dia. Joints 375.00
x. 450 mm dia. Joints 419.00
xi. 500 mm dia. Joints 443.90
xii. 600 mm dia. Joints 596.40
2.41
kg 134.70
2.42
ii. 100 mm dia. Joints 137.40
iii. 125 mm dia. Joints 148.20
iv 150 mm dia Joints 192.00
v. 200 mm dia Joints 208.70
vi. 250 mm dia Joints 305.40
vii. 300 mm dia Joints 317.20
viii. 350 mm dia Joints 427.90
ix. 400 mm dia. Joints 719.20
x. 450 mm dia. Joints 896.60
xi. 500 mm dia. Joints 585.20
xii. 600 mm dia. Joints 1,121.40
2.43
Providing flanged joints to double flanged C.I / D.I. pipes and
special including testing of joints as per chapter 20 of CPWD
Providing and fixing C.I. sluice valves ( with cap ) complete with
bolts, nuts, rubber insertions etc. ( the tail pieces if required will be
paid separately ) as per chapter 20 of CPWD specification and
Providing and Supplying of pig lead conforming to IS : 782 at site of
work as per chapter 20 of CPWD specification and direction of the

i. 80 mm dia.
A. PN - 1.6 No. 2,351.20
B. PN - 1.0 No. 2,248.90
ii. 100 mm dia.
A. PN - 1.6 No. 3,333.00
B. PN - 1.0 No. 3,140.30
iii. 125 mm dia.
A. PN - 1.6 No. 4,122.10
B. PN - 1.0 No. 3,806.40
iv. 150 mm dia.
A. PN - 1.6 No. 4,971.10
B. PN - 1.0 No. 4,904.10
v. 200 mm dia.
A. PN - 1.6 No. 8,300.70
B. PN - 1.0 No. 7,942.70
vi. 250 mm dia.
A. PN - 1.6 No. 12,779.50
B. PN - 1.0 No. 12,743.60
vii. 300 mm dia.
A. PN - 1.6 No. 16,303.60
B. PN - 1.0 No. 15,046.70
viii. 350 mm dia.
A. PN - 1.6 No. 23,012.70
B. PN - 1.0 No. 22,172.40
ix. 400 mm dia.
A. PN - 1.6 No. 31,457.60
B. PN - 1.0 No. 31,271.30

x. 450 mm dia.
A. PN - 1.6 No. 43,297.90
B. PN - 1.0 No. 39,600.00
xi. 500 mm dia.
A. PN - 1.6 No. 52,859.70
B. PN - 1.0 No. 51,437.50
2.44
i. 80 mm dia.
A. PN - 1.6 No. 226.00
B. PN - 1.0 No. 212.20
ii. 100 mm dia.
A. PN - 1.6 No. 363.70
B. PN - 1.0 No. 349.30
iii. 125 mm dia.
A. PN - 1.6 No. 405.30
B. PN - 1.0 No. 389.70
iv. 150 mm dia.
A. PN - 1.6 No. 519.40
B. PN - 1.0 No. 504.20
v. 200 mm dia.
A. PN - 1.6 No. 652.10
B. PN - 1.0 No. 618.30
vi. 250 mm dia.
A. PN - 1.6 No. 963.20
B. PN - 1.0 No. 918.10
Charges for fixing C.I. sluice valves with cap complete with bolts,
nuts, rubber insertions etc. ( the tail pieces if required will be paid
separately ) as per chapter 20 of CPWD specification and direction
of the Engineer - in - charge.

vii. 300 mm dia.
A. PN - 1.6 No. 1,105.20
B. PN - 1.0 No. 1,029.30
viii. 350 mm dia.
A. PN - 1.6 No. 1,467.40
B. PN - 1.0 No. 1,393.10
ix. 400 mm dia.
A. PN - 1.6 No. 2,208.50
B. PN - 1.0 No. 2,134.90
x. 450 mm dia.
A. PN - 1.6 No. 2,759.20
B. PN - 1.0 No. 2,654.00
xi. 500 mm dia.
A. PN - 1.6 No. 2,329.90
B. PN - 1.0 No. 2,255.50
2.45
A. With 1st class bricks. No. 1,868.40
B. With 2nd class bricks. No. 1,783.30
Constructing masonry Chamber 300 x 300 x 500 mm, inside with
brick work in cement mortar 1:4 ( 1 cement: 4 fine sand ) for stop
cock, with C. I. surface box 100 x 100 x 75 mm ( inside ) with
hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement: 2
fine sand : 4 graded stone aggregate 20 mm nominal size )
necessary excavation including refilling as necessary, foundation
concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size ) and inside plastering with cement
mortar 1:3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a
floating coat of neat cement complete as per standard design ,
CPWD specification and direction of the Engineer-in-charge.

2.46
A. With First class bricks. No. 5,552.20
2.47
2.48
Constructing masonry Chamber 120 x 120 x 100 cm, inside with
brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for
sluice valve, with C.I. surface box 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep ( inside ) with chained lid and
RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded
stone aggregate 20 mm nominal size ) necessary excavation
foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded
stone aggregate 40 mm nominal size ) and inside plastering with
cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished
with a floating coat of neat cement complete as per standard
design, CPWD specification and direction of the Engineer - in -
charge.
Constructing masonry Chamber 60 x 60 x 75 cm, inside with brick
work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice
valve, with C.I. surface box 100 mm top diameter, 160 mm bottom
diameter and 180 mm deep ( inside ) with chained lid and RCC top
slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stone
aggregate 20 mm nominal size ) necessary excavation foundation
concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone
mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a
floating coat of neat cement complete as per standard design,
slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stone
aggregate 20 mm nominal size ) necessary excavation foundation
concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone

2.49
2.50
2.51
Constructing masonry Chamber 300 x 300 x 500 mm, inside with
brick work in cement mortar 1:4 ( 1 cement: 4 fine sand ) for stop
cock, with C. I. surface box 100 x 100 x 75 mm ( inside ) with
hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement: 2
fine sand : 4 brick aggregate 1st class 20 mm nominal size )
necessary excavation including refilling as necessary, foundation
concrete 1:5:10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st
class 40 mm nominal size ) and inside plastering with cement
mortar 1:3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a
floating coat of neat cement complete as per standard design ,
work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for fire
hydrants, with C.I. surface box 350 x 350 mm top and 165 mm
deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1
cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal
size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3
fine sand ) 12 mm thick finished with a floating coat of neat cement
complete as per standard design, CPWD specification and direction
work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for water
meter complete with C.I. double flap surface box 400 x 200 x 200
mm ( inside ) with locking arrangement and RCC top slab 1 : 2 : 4
mix ( 1 cement : 2 fine sand : 4 graded stone aggregate 20 mm
nominal size ) necessary excavation foundation concrete 1 : 5 : 10 (
1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal

2.52
A. With First class bricks. No. 5,395.90
2.53
2.54
slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st
class 20 mm nominal size ) necessary excavation foundation
concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st
slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st
class 20 mm nominal size ) necessary excavation foundation
concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st
Constructing masonry Chamber 120 x 120 x 100 cm, inside with
brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for
sluice valve, with C.I. surface box 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep ( inside ) with chained lid and
RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick
aggregate 1st class 20 mm nominal size ) necessary excavation
foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick
aggregate 1st class 40 mm nominal size ) and inside plastering with
cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished
with a floating coat of neat cement complete as per standard
design, CPWD specification and direction of the Engineer - in -
charge.

2.55
2.56
2.57
work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for fire
hydrants, with C.I. surface box 350 x 350 mm top and 165 mm
deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1
cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal
size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1
cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal
work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for water
meter complete with C.I. double flap surface box 400 x 200 x 200
mm ( inside ) with locking arrangement and RCC top slab 1 : 2 : 4
mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm
nominal size ) necessary excavation foundation concrete 1 : 5 : 10 (
1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm
nominal size ) and inside plastering with cement mortar 1 : 3 ( 1
cement : 3 fine sand ) 12 mm thick finished with a floating coat of
neat cement complete as per standard design, CPWD specification
Painting G.I. Pipes and fittings with synthetic enamel paint over a
ready mixed priming coat, both of approved quality for new work as
per CPWD specification and direction of the Enginner - in - charge.

2.58
2.59
v. 40 mm diameter pipe Metre 32.80
vi. 50 mm diameter pipe Metre 33.70
vii. 65 mm diameter pipe Metre 34.90
viii. 80 mm diameter pipe Metre 35.60
ix. 100 mm diameter pipe Metre 36.90
x. 150 mm diameter pipe Metre 38.50
2.60
Boring with 100 mm diameter casing pipe for hand pump / tube well
in all soils except ordinary hard rocks requiring blasting including
removing the casing pipe after the hand pipe / tube well is lowered
and tested as per chapter 20 of CPWD specification and direction
Repainting G.I. Pipes and fittings with synthetic enamel paint of
approved quality as per CPWD specification and direction of the
Enginner - in - charge.
Providing and filling local sand alround the G.I. pipes in external
works as per CPWD specification and direction of the Enginner - in -
charge.

i. Upto 6 metres depth Metre 161.40
ii. Beyond 6m and upto 12 m depth Metre 191.50
iii. Beyond 12m and upto 18 m depth Metre 223.00
2.61
Metre 1,579.60
2.62
Metre 263.60
2.63
i. 15 mm nominal bore. No. 346.10
2.64
2.65
2.66
2.67
i. 15 mm nominal bore.
86 mm long,weighing not less than 88 gms. No. 154.00
ii. 15 mm nominal bore.
Providing and fixing C.P. brass stop cock ( concealed ) of standard
design and of approved make conforming to IS : 8931 as per
- charge.
Providing and fixing C.P. brass angle valve for basin mixer and
geyser points of approved quality conforming to IS : 8931 as per
- charge.
Providing and placing the position 40 mm diameter brass strainer of
approved quality as per chapter 20 of CPWD specification and
Providing and fixing to filter and lowering to proper levels 40 mm
G.I. pipe for tube well including cleaning and priming the tube well
Providing and fixing PTMT bib cock of approved quality and colour
Providing and fixing C.P. brass long nose bib cock of approved
quality conforming to IS standard and weighing not less than 810
gms as per chapter 20 of CPWD specification and direction of the
Providing and fixing C.P. brass long body bib cock of approved
quality conforming to IS standards and weighing not less than 690
gmsas per chapter 20 of CPWD specification and direction of the

iii. 15 mm nominal bore.
iv. 15 mm nominal bore,
90 mm long, weighing not less than 93 grams No. 174.80
2.68
86 mm long, weighing not less than 88 gms. No. 154.00
iii. 15 mm nominal bore. Concealed
2.69
125 mm long foam flow, weighing not less than 120 gms. No. 337.70
2.70
i. 15 mm nominal bore,
98 mm long , weighing not less than 75 grams. No. 145.20
ii. 15 mm nominal bore,
80 mm long , weighing not less than 46 grams. No. 122.90
2.71
Providing and fixing PTMT push cock of approved quality and
colour as per chapter 20 of CPWD specification and direction of the
Providing and fixing PTMT grating of approved quality and colour
Providing and fixing PTMT stop cock of approved quality and
Providing and fixing PTMT pillar cock of approved quality and

A. Circular type.
i. 100 mm nominal dia No. 48.40
ii. 125 mm nominal dia with 25 mm waste hole No. 57.30
B. Rectangular type with openable circle lid.
i.
No. 137.30
2.72
i. 50 mm dia No. 3,092.90
ii. 80 mm dia No. 4,509.90
iii. 100 mm dia No. 5,870.70
iv. 125 mm dia No. 6,822.30
v. 150 mm dia No. 7,806.90
vi. 200 mm dia No. 8,659.90
vii. 250 mm dia No. 9,825.20
viii. 300 mm dia No. 10,394.50
ix. 350 mm dia No. 11,202.10
x. 400 mm dia No. 12,085.80
xi. 450 mm dia No. 12,948.50
xii. 500 mm dia No. 13,426.90
2.73
i. 80 mm dia Nominal bore No. 3,145.70
ii. 100 mm dia. Nominal bore. No. 4,911.10
150 mm nominal size square 100mm dia of the inner hinged
round grating.
Providing and fixing C.I. double action air valve of approved
quality with bolts, nuts, rubber insertions etc. complete as per
- charge. ( The tail pieces, tapers etc if required will be paid
separately ).
Providing and fixing enclosed type water meter ( bulk type )
conforming to IS : 2373 and tested by DWS wing of PWD complete
with bolts, nuts, rubber insertions etc. as per chapter 20 of CPWD
specification and direction of the Engineer - in - charge. ( The tail
pieces, tapers etc if required will be paid separately ).

iii. 150 mm dia. Nominal bore. No. 6,990.80
iv. 200 mm dia. Nominal bore. No. 7,894.00
2.74
i. 80 mm dia. Nominal bore. No. 3,915.80
ii. 100 mm dia. Nominal bore. No. 5,903.30
iii. 150 mm dia. Nominal bore. No. 7,657.30
iv. 200 mm dia. Nominal bore. No. 10,633.70
2.75
i.
No. 206.90
ii.
No. 294.70
iii.
No. 629.90
iv.
No. 1,146.80
v.
No. 1,702.10
2.76
No. 189.60
2.77
No. 129.90
2.78
No. 169.80
40 mm dia. Nominal bore.206 mm long, weighing not less
than 690 gms.
50 mm dia. Nominal bore.242 mm long, weighing not less
than 1240 gms.
Providing and fixing PTMT angle stop cock 15 mm nominal bore,
weighing not less than 85 gms as per chapter 20 of CPWD
Providing and fixing PTMT swivelling shower, 15 mm nominal
bore, weighing not less than 40 gms as per chapter 20 of CPWD
Providing and fixing PTMT soap Dish Holder having length of 138
mm, breadth 102 mm, height of 75 mm with concealed fitting
arrangements weighing not less than 106 gms as per chapter 20 of
Providing and fixing C.I. dirt box strainer for bulk type water meter
with nuts, bolts, rubber insertions etc. complete conforming to IS :
2373 as per chapter 20 of CPWD specification and direction of the
Providing and fixing PTMT Ball cock of approved quality, colour
and make complete with aluminium rod with L.P. / H.P.H.D. plastic
ball as per chapter 20 of CPWD specification and direction of the
15 mm dia Nominal bore. 105 mm long,weighing not less than
138 gms.
198 gms.
440 gms.

2.79
i Upto 300 mm dia. t 80,000.50
ii. Above 300 mm dia. t 83,697.40
2.80
i Upto 300 mm dia. t 133,243.90
ii. Above 300 mm dia. t 199,429.20
2.81
i. Upto 300 mm dia. t 140,076.90
ii. Above 300 mm dia. t 211,645.77
2.82
ii. 100 mm dia Joints 42.30
iii. 125 mm dia Joints 49.10
iv. 150 mm dia Joints 67.70
v. 200 mm dia Joints 99.90
vi. 250 mm dia Joints 135.00
vii. 300 mm dia Joints 187.80
viii. 350 mm dia Joints 226.70
ix. 400 mm dia Joints 426.70
x. 450 mm dia Joints 474.10
Providing and laying D.I. specials of class K - 12 suitable for
mechanical jointing as per IS : 9523 as per chapter 20 of CPWD
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast
iron pipes or ductile iron pipes including testing of joints and
including the cost of rubber gasket as per chapter 20 of CPWD
Providing and laying S & S. C.I. Standard specials suitable for
mechanical jointing as per IS: 13382 as per chapter 20 of CPWD
Providing and laying D.I. specials of class K - 12 suitable for push -
on jointing as per IS : 9523 as per chapter 20 of CPWD

xi. 500 mm dia Joints 489.00
xii. 600 mm dia Joints 582.30
xiii. 650 mm dia Joints 881.50
xiv. 700 mm dia Joints 1,026.50
xv. 800 mm dia Joints 1,140.60
xvi. 900 mm dia Joints 1,500.40
xvii. 1000 mm dia Joints 1,826.20
2.83
i. 80 mm dia C.I. Double Flanged Pipe. Metre 1,057.20
ii. 100 mm dia C.I. Double Flanged Pipe. Metre 1,462.30
iii. 125 mm dia C.I. Double Flanged Pipe. Metre 1,863.20
iv. 150 mm dia C.I. Double Flanged Pipe. Metre 2,262.90
v. 200 mm dia C.I. Double Flanged Pipe. Metre 3,133.30
vi. 250 mm dia C.I. Double Flanged Pipe. Metre 4,194.30
vii. 300 mm dia C.I. Double Flanged Pipe. Metre 5,332.50
viii. 350 mm dia C.I. Double Flanged Pipe. Metre 6,819.60
ix. 400 mm dia C.I. Double Flanged Pipe. Metre 8,809.30
x. 450 mm dia C.I. Double Flanged Pipe. Metre 11,408.50
xi. 500 mm dia C.I. Double Flanged Pipe. Metre 14,884.80
xii. 600 mm dia C.I. Double Flanged Pipe. Metre 19,416.70
2.84
i 80 mm dia Ductile Iron Class K-7 pipes. Metre 863.00
ii. 100 mm dia Ductile Iron Class K-7 pipes. Metre 969.20
iii. 125 mm dia Ductile Iron Class K-7 pipes. Metre 1,194.70
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron
Class K-7 Pipes conforming to IS : 8329 as per chapter 20 of
Providing and laying Double Flanged ( screwed / welded )
centrifugually ( Spun ) cast iron, class B ( IS : 1536 ) as per
- charge.

iv. 150 mm dia Ductile Iron Class K-7 pipes. Metre 1,392.60
v. 200 mm dia Ductile Iron Class K-7 pipes. Metre 1,811.40
vi. 250 mm dia Ductile Iron Class K-7 pipes. Metre 2,385.70
vii. 300 mm dia Ductile Iron Class K-7 pipes. Metre 2,963.50
viii. 350 mm dia Ductile Iron Class K-7 pipes. Metre 3,718.10
ix. 400 mm dia Ductile Iron Class K-7 pipes. Metre 4,499.10
x. 450 mm dia Ductile Iron Class K-7 pipes. Metre 5,300.80
xi. 500 mm dia Ductile Iron Class K-7 pipes. Metre 7,168.10
xii. 600 mm dia Ductile Iron Class K-7 pipes. Metre 8,370.70
xiii. 700 mm dia Ductile Iron Class K-7 pipes. Metre 9,781.10
xiv. 800 mm dia Ductile Iron Class K-7 pipes. Metre 12,477.30
xv. 900 mm dia Ductile Iron Class K-7 pipes. Metre 14,868.70
xvi. 1000 mm dia Ductile Iron Class K-7 pipes. Metre 17,768.50
2.85
i. 80 mm dia Ductile Iron Class K-9 pipes. Metre 977.00
ii. 100 mm dia Ductile Iron Class K-9 pipes. Metre 1,107.60
iii. 150 mm dia Ductile Iron Class K-9 pipes. Metre 1,617.60
iv. 200 mm dia Ductile Iron Class K-9 pipes. Metre 2,058.70
v. 250 mm dia Ductile Iron Class K-9 pipes. Metre 3,062.80
vi. 300 mm dia Ductile Iron Class K-9 pipes. Metre 3,866.50
vii. 350 mm dia Ductile Iron Class K-9 pipes. Metre 4,813.20
viii. 400 mm dia Ductile Iron Class K-9 pipes. Metre 5,625.70
ix. 450 mm dia Ductile Iron Class K-9 pipes. Metre 6,881.30
x. 500 mm dia Ductile Iron Class K-9 pipes. Metre 8,187.00
xi. 600 mm dia Ductile Iron Class K-9 pipes. Metre 9,387.10
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron
Class K-9 Pipes conforming to IS : 8329 as per chapter 20 of

xii. 700 mm dia Ductile Iron Class K-9 pipes. Metre 12,765.90
xiii. 750 mm dia Ductile Iron Class K-9 pipes. Metre 14,537.70
xiv. 800 mm dia Ductile Iron Class K-9 pipes. Metre 14,958.70
xv. 900 mm dia Ductile Iron Class K-9 pipes. Metre 17,451.70
xvi. 1000 mm dia Ductile Iron Class K-9 pipes. Metre 19,649.90
2.86
i. 80 mm dia Ductile Iron Doubled flanged Metre 1,781.50
ii. 100 mm dia Ductile Iron Doubled flanged Metre 2,804.80
iii. 125 mm dia Ductile Iron Doubled flanged Metre 3,270.20
iv. 150 mm dia Ductile Iron Doubled flanged Metre 3,887.90
v. 200 mm dia Ductile Iron Doubled flanged Metre 5,042.10
vi. 250 mm dia Ductile Iron Doubled flanged Metre 6,694.50
vii. 300 mm dia Ductile Iron Doubled flanged Metre 8,614.30
viii. 350 mm dia Ductile Iron Doubled flanged Metre 10,728.60
ix. 400 mm dia Ductile Iron Doubled flanged Metre 12,815.60
x. 450 mm dia Ductile Iron Doubled flanged Metre 15,492.30
xi. 500 mm dia Ductile Iron Doubled flanged Metre 18,779.30
xii. 600 mm dia Ductile Iron Doubled flanged Metre 25,472.00
xiii. 700 mm dia Ductile Iron Doubled flanged Metre 31,427.00
2.87
i. 15 mm nominal bore with 30 cm length No. 55.80
ii. 15 mm nominal bore with 45 cm length No. 67.10
Providing and laying Doubled flanged ( Screwed / Welded )
Centrifugally cast ( Spun ) Ductile Iron Pipes of Class K 9
conforming to IS : 8329 as per chapter 20 of CPWD specification
Providing and fixing unplastisised P.V.C. connection pipe with
PTMT nuts of approved quality and colour as per chapter 20 of

2.88
i. 15 mm nominal bore, weighing not less than 32 gms. No. 53.30
ii. 20 mm nominal bore, weighing not less than 40 gms. No. 59.20
iii. 25 mm nominal bore, weighing not less than 62 gms. No. 86.00
2.89
No. 103.90
2.90
No. 51.80
2.91
No. 46.80
2.92
i. 80 mm dia Metre 3.40
ii. 100 mm dia Metre 4.50
iii. 125 mm dia Metre 5.80
iv. 150 mm dia Metre 7.20
v. 200 mm dia Metre 10.10
Making hole upto 20 x 20 cm and embedding pipes upto 150 mm
diameter in masonry and filling with cement concrete 1 : 2 : 4 ( 1
cement : 2 fine sand : 4 stone aggregate 20 mm nominal size )
including finishing with cement plaster 1:3 (1 cement : 3 river sand)
complete including disposal of rubbish as per chapter 20 of CPWD
Disinfecting C.I. / D.I. water mains by flushing with water containing
bleaching powder at 0.5 gms per litre of water and cleaning the
same with fresh water, operation to be repeated three times
including getting the sample of water from the disinfected main
tested in the DWS laboratory as per chapter 20 of CPWD
Cutting holes upto 30 x 30 cm in walls including making good the
same with cement concrete 1 : 2 : 4 ( 1 cement : 2 fine sand : 4
stone aggregate 20 mm nominal size ) including finishing with
cement plaster 1:3 (1 cement : 3 river sand) complete including
disposal of rubbish as per chapter 20 of CPWD specification and
Cutting holes upto 15 x 15 cm in RCC floors and roofs for passing
drain pipe etc. and repairing the hole after insertion of drain pipe
etc. with cement concrete 1 : 2 : 4 ( 1 cement : 2 fine sand : 4
stone aggregate 20 mm nominal size ) including finishing with
cement plaster 1:3 (1 cement : 3 river sand) complete including
disposal of rubbish as per chapter 20 of CPWD specification and
Providing and fixing PTMT Extension nipple for water tank pipe,
fittings of approved quality and colour as per chapter 20 of CPWD

vi. 250 mm dia Metre 13.30
vii. 300 mm dia Metre 15.80
viii. 350 mm dia Metre 18.50
ix. 400 mm dia Metre 21.60
x. 450 mm dia Metre 24.90
xi. 500 mm dia Metre 28.60
xii. 600 mm dia Metre 36.60
2.93
2.94
Extra for every operation of disinfecting the C.I. / D.I. main by
flushing with water containing bleaching powder at 0.5 gms per litre
of water and cleaning the same with fresh water, including getting
the samples of water tested in the DWS laboratory as per chapter
20 of CPWD specification and direction of the Engineer - in -
charge.
Dismantling old C.I. / D.I. pipes including excavation and refilling
trenches after taking out the pipes, breaking lead caulked joints,
melting of lead and making into blocks including stacking of pipes
at site lead upto 50 metre as per chapter 20 of CPWD specification

2.95
i. 80 mm dia No. 22.00
ii. 100 mm dia No. 29.30
iii. 125 mm dia No. 40.30
iv. 150 mm dia No. 55.00
v. 200 mm dia No. 73.30
vi. 250 mm dia No. 91.60
vii. 300 mm dia No. 109.90
viii. 350 mm dia No. 128.30
ix. 400 mm dia No. 146.60
x. 450 mm dia No. 164.90
xi. 500 mm dia No. 183.20
xii. 600 mm dia No. 219.90
2.96
Charges for cutting C.I. pipe with steel saw by manual means as
- in - charge.
Charges for cutting D.I. pipe with steel saw by manual means as
- in - charge.

i. 80 mm dia No. 22.00
ii. 100 mm dia No. 29.30
iv. 150 mm dia No. 55.00
v. 200 mm dia No. 73.30
vi. 250 mm dia No. 91.60
vii. 300 mm dia No. 109.90
ix. 400 mm dia No. 146.60
x. 450 mm dia No. 164.90
xi. 500 mm dia No. 183.20
xii. 600 mm dia No. 219.90
2.97
i. 80 mm dia No. 110.90
ii. 100 mm dia No. 147.80
iii. 125 mm dia No. 203.20
iv. 150 mm dia No. 277.10
v. 200 mm dia No. 369.50
vi. 250 mm dia No. 461.90
vii. 300 mm dia No. 554.20
ix. 400 mm dia No. 739.00
x. 450 mm dia No. 831.40
xi. 500 mm dia No. 923.70
xii. 600 mm dia No. 1,108.50
Charges for cutting C.I. pipe with Mechanical cutter as per chapter
charge.

2.98
i. 80 mm dia No. 66.50
ii. 100 mm dia No. 88.70
iii. 125 mm dia No. 121.90
iv. 150 mm dia No. 166.30
v. 200 mm dia No. 221.70
vi. 250 mm dia No. 277.10
vii. 300 mm dia No. 332.60
ix. 400 mm dia No. 443.40
x. 450 mm dia No. 498.80
xi. 500 mm dia No. 554.20
xii. 600 mm dia No. 665.10
2.99
i. 15 mm dia 75 mm long No. 43.00
ii. 15 mm dia 150 mm long No. 44.50
iii. 15 mm dia 225 mm long No. 45.90
iv. 20 mm dia 75 mm long No. 50.40
v. 20 mm dia 150 mm long No. 51.80
vi. 20 mm dia 225 mm long No. 53.30
vii. 25 mm dia 75 mm long No. 57.70
viii. 25 mm dia 150 mm long No. 59.20
ix. 25 mm dia 225 mm long No. 60.70
2.100
Charges for cutting D.I. pipe with Mechanical cutter as per chapter
Providing and fixing G.I. Nipple of medium class as per chapter 20
Providing and fixing stainless steel bib cock ( self closing type ) as
- in - charge.

i. 15 mm dia No. 129.40
2.101
i. 15 mm dia No. 73.30
2.102
i. 15 mm dia No. 139.30
ii. 20 mm dia No. 183.60
iv. 32 mm dia No. 279.90
v. 40 mm dia No. 317.00
vi. 50 mm dia No. 353.90
vii. 63 mm dia No. 413.20
ix. 100 mm dia No. 509.40
2.103
i. 90 mm dia with 15 mm dia opening No. 250.90
ii. 90 mm dia with 20 mm dia opening No. 262.50
iii. 90 mm dia with 25 mm dia opening No. 274.10
iv. 110 mm dia with 15 mm dia opening No. 295.60
v. 110 mm dia with 20 mm dia opening No. 301.40
vi. 110 mm dia with 25 mm dia opening No. 313.00
vii. 140 mm dia with 15 mm dia opening No. 342.10
viii. 140 mm dia with 20 mm dia opening No. 363.60
ix. 140 mm dia with 25 mm dia opening No. 375.20
Providing and fixing C. I. Bib cock ( long handle ) as per chapter
charge.
Providing and fixing G.I. Full way valve as per chapter 20 of
Providing and fixing U.P.V.C. service saddle as per chapter 20 of

2.104
i. 50 mm dia No. 3,557.50
ii. 80 mm dia No. 4,695.80
iii. 100 mm dia No. 5,638.40
iv. 125 mm dia No. 7,310.10
v. 150 mm dia No. 11,384.40
vi. 200 mm dia No. 20,309.80
vii. 250 mm dia No. 27,480.00
viii. 300 mm dia No. 30,744.00
ix. 350 mm dia No. 52,098.50
x. 400 mm dia No. 63,865.40
xi. 450 mm dia No. 69,780.70
xii. 500 mm dia No. 80,956.50
2.105
i. 15 mm dia No. 215.00
ii. 20 mm dia No. 299.60
iv. 32 mm dia No. 390.10
v. 40 mm dia No. 450.00
vi. 50 mm dia No. 563.90
2.106
i. 100 mm dia No. 9,062.40
Providing and fitting fixing of brass fullway valve with handle in the
GI pipe line including cutting, threading etc. complete as per
- charge.
Providing and fixing CIDF Pressure release valve with bolts, nuts,
rubber insertions etc. complete as per chapter 20 of CPWD
specification and direction of the Engineer - in - charge. ( The tail
pieces, tappers etc if required will be paid separately )
Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber
insertions etc. complete as per chapter 20 of CPWD specification
and direction of the Engineer - in - charge. ( The tail pieces, tappers
etc if required will be paid separately )

ii. 125 mm dia No. 11,013.80
iii. 150 mm dia No. 13,033.70
iv. 200 mm dia No. 16,999.50
2.107
i. 90 mm dia No. 116.20
ii. 110 mm dia No. 145.80
iii. 140 mm dia No. 216.30
2.108
i. 90 mm dia No. 256.70
ii. 110 mm dia No. 315.90
iii. 140 mm dia No. 410.50
2.109
i. 90 mm dia No. 298.60
ii. 110 mm dia No. 491.80
iii. 140 mm dia No. 703.50
2.110
i. 90 mm dia No. 159.20
ii. 110 mm dia No. 201.50
iii. 140 mm dia No. 285.30
2.111
A. D.I. all socketted Bend 90 degree
Providing and fixing UPVC moulded cap conforming to IS : 7834
(Part - 8 ) complete as per chapter 20 of CPWD specification and
Providing and fixing UPVC moulded Union conforming to IS : 7834
(Part - 7 ) complete as per chapter 20 of CPWD specification and
Providing and fixing DI specials as per chapter 20 of CPWD
Providing and fixing UPVC moulded 45 / 90 degree Elbow
conforming to IS : 7834 (Part - 2 / 3 ) complete as per chapter 20 of
Providing and fixing UPVC moulded 90 /45 degree Tee conforming
to IS : 7834 (Part - 4 / 5 ) complete as per chapter 20 of CPWD

i. 80 mm dia No. 693.40
ii. 100 mm dia No. 852.20
iii. 150 mm dia No. 1,376.80
iv. 200 mm dia No. 2,337.10
v. 250 mm dia No. 3,442.50
vi. 300 mm dia No. 4,855.70
vii. 400 mm dia No. 10,035.60
B. D.I. all socketted Bend 45 degree
i. 80 mm dia No. 548.20
ii. 100 mm dia No. 770.90
iii. 150 mm dia No. 1,005.20
iv. 200 mm dia No. 1,889.90
v. 250 mm dia No. 2,641.00
vi. 300 mm dia No. 3,670.90
vii. 400 mm dia No. 7,242.20
viii. 450 mm dia No. 9,584.90
C. D.I. all socketted Bend 22.5 degree
i. 80 mm dia No. 506.40
ii. 100 mm dia No. 662.90
iii. 150 mm dia No. 943.60
iv. 200 mm dia No. 1,686.60
v. 250 mm dia No. 2,356.50
vi. 300 mm dia No. 3,194.70
vii. 400 mm dia No. 5,979.60
viii. 450 mm dia No. 7,692.80
D. D.I. all socketted Bend 11.25 degree
i. 80 mm dia No. 502.90

ii. 100 mm dia No. 695.40
iii. 150 mm dia No. 964.50
iv. 200 mm dia No. 1,524.00
v. 250 mm dia No. 2,130.00
vi. 300 mm dia No. 2,915.90
vii. 400 mm dia No. 5,258.30
viii. 450 mm dia No. 6,700.90
E. D.I. all socketted cross
i. 100 x 100 x 100 x 100 mm dia No. 7,658.90
ii. 150 x 150 x 150 x 150mm dia No. 18,735.00
iii. 200 x 200 x 200 x 200 mm dia No. 20,922.10
F. D.I. all socketted tee
i. 80 x 80 x 80 mm dia No. 918.20
ii. 100 x 100 x 80 mm dia No. 1,076.90
iii. 100 x 100 x 100 mm dia No. 1,146.60
iv. 150 x 150 x 80 mm dia No. 1,466.50
v. 150 x 150 x 100 mm dia No. 1,394.50
vi. 150 x 150 x 150 mm dia No. 1,690.70
vii. 200 x 200 x 80 mm dia No. 2,226.90
viii. 200 x 200 x 100 mm dia No. 2,279.20
ix. 200 x 200 x 150 mm dia No. 2,592.80
x. 200 x 200 x 200 mm dia No. 2,883.20
xi. 250 x 250 x 80 mm dia No. 2,716.70
xii. 250 x 250 x 100 mm dia No. 2,925.80
xiii. 250 x 250 x 150 mm dia No. 3,245.20
xiv. 250 x 250 x 200 mm dia No. 3,756.30
xv. 250 x 250 x 250 mm dia No. 4,284.80

xvi. 300 x 300 x 80 mm dia No. 3,816.30
xvii. 300 x 300 x 100 mm dia No. 3,833.80
xviii. 300 x 300 x 150 mm dia No. 4,420.30
xix. 300 x 300 x 200 mm dia No. 5,628.30
xx. 300 x 300 x 250 mm dia No. 4,757.20
xxi. 300 x 300 x 300 mm dia No. 6,116.10
xxii. 400 x 400 x 150 mm dia No. 7,076.80
xxiii. 400 x 400 x 200 mm dia No. 7,888.70
xxiv. 400 x 400 x 250 mm dia No. 9,151.20
xxv. 450 x 450 x 450 mm dia No. 14,931.10
G. D.I. Collar both end socketted
i. 80 mm dia No. 654.60
ii. 100 mm dia No. 807.60
iii. 125 mm dia No. 1,099.90
iv. 150 mm dia No. 1,276.10
v. 200 mm dia No. 1,608.00
vi. 250 mm dia No. 2,026.90
vii. 300 mm dia No. 2,695.60
viii. 400 mm dia No. 4,806.90
ix. 450 mm dia No. 5,797.60
H. D.I. Double Socketted duck foot bend
i. 150 mm dia No. 2,290.60
ii. 200 mm dia No. 3,500.50
iii. 250 mm dia No. 5,691.90
iv. 450 mm dia No. 20,042.70
I. D.I. Double Socketted tapper
i. 100 x 80 mm dia No. 590.90

ii. 150 x 80 mm dia No. 894.80
iii. 150 x 100 mm dia No. 941.30
iv. 200 x 80 mm dia No. 1,477.50
v. 200 x 100 mm dia No. 1,304.50
vi. 200 x 150 mm dia No. 1,512.40
vii. 250 x 100 mm dia No. 1,682.80
viii. 250 x 150 mm dia No. 2,176.40
ix. 250 x 200 mm dia No. 2,083.50
x. 300 x 150 mm dia No. 2,594.60
xi. 300 x 200 mm dia No. 2,875.30
xii. 300 x 250 mm dia No. 2,689.50
J. D.I. Flanged Socketted tail piece
i. 80 mm dia No. 623.70
ii. 100 mm dia No. 730.20
iii. 125 mm dia No. 869.60
iv. 150 mm dia No. 929.70
v. 200 mm dia No. 1,470.60
vi. 250 mm dia No. 1,996.40
vii. 300 mm dia No. 2,584.90
viii. 450 mm dia No. 6,314.10
K. D.I. Flanged Spigotted tail piece
i. 80 mm dia No. 647.00
ii. 100 mm dia No. 753.50
iii. 125 mm dia No. 904.50
iv. 150 mm dia No. 952.90
v. 200 mm dia No. 1,535.60
vi. 250 mm dia No. 2,292.60

vii. 300 mm dia No. 3,049.50
viii. 450 mm dia No. 8,016.90
L. D.I. Socketted end cap
i. 80 mm dia No. 317.80
ii. 100 mm dia No. 393.30
iii. 150 mm dia No. 621.80
iv. 200 mm dia No. 774.70

3.1
No. 10,899.60
3.2
No. 230.30
3.3
No. 1,475.00
3.4
No. 311.80
3.5
No. 179.10
3.6
No. 928.30
3.7
No. 272.20
3.8
No. 108.20
3.9
No. 368.80
3.10
No. 2,782.50
3.11
No. 1,644.80
3.12
No. 388.50
3.13
No. 237.30
Providing and fitting fixing Front cover for Mark-II conforming to IS :
15500 as per specification and direction of the Engineer-in-charge.
Providing and fitting fixing Head assembly for Mark-II conforming to
IS : 15500 as per specification and direction of the Engineer-in-
charge.
Providing and fitting fixing Handle assembly for Mark-II conforming
to IS : 15500 as per specification and direction of the Engineer-in-
charge.
Providing and fitting fixing of Third plate for Mark-II conforming to IS
: 15500 as per specification and direction of the Engineer-in-
charge.
Chapter - 3
Providing and fitting fixing of Chain with coupling for Mark-II
conforming to IS : 15500 as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Cylinder body with brass liner for Mark-II
Engineer-in-charge.
Providing and fitting fixing Plunger yoke body for Mark-II
Engineer-in-charge.
Providing and fitting fixing Upper valve for Mark-II conforming to IS :
Providing and fitting fixing Check valve for Mark-II conforming to IS
charge.
Providing and fitting fixing Spacer for Mark-II conforming to IS :
Providing and fitting fixing Rubber seat retainer for Mark-II
Engineer-in-charge.
Providing and fitting fixing Mark-II complete pump set conforming to
IS : 15500 ( without riser pipe & connecting rod ) as per
specification and direction of the Engineer-in-charge.
Providing and fitting fixing Reducer cap for Mark-II conforming to IS
charge.
Spot source

3.14
No. 758.40
3.15
No. 44.20
3.16
No. 59.30
3.17
No. 51.80
3.18
No. 48.90
3.19
No. 55.30
3.20
No. 45.40
3.21
No. 248.90
3.22
No. 244.30
3.23
No. 446.70
3.24
No. 207.10
3.25
No. 295.50
3.26
No. 155.90
Providing and fitting fixing of Handle Axle for Mark-II conforming to
charge.
Providing and fitting fixing of Connecting Rod for Mark-II
Engineer-in-charge.
Providing and fitting fixing of Check valve guide for Mark-II
Engineer-in-charge.
Providing and fitting fixing of Check valve seat for Mark-II
Engineer-in-charge.
Providing and fitting fixing of Upper valve guide for Mark-II
Engineer-in-charge.
Providing and fitting fixing of Water tank for Mark-II conforming to
charge.
Providing and fitting fixing of Washer for Mark-II conforming to IS :
Providing and fitting fixing of Pump bucket for Mark-II conforming to
charge.
Providing and fitting fixing of Rubber seating ( upper valve ) for
Mark-II conforming to IS : 15500 as per specification and direction
of the Engineer-in-charge.
Providing and fitting fixing of Rubber seating ( lower valve ) for
Mark-II conforming to IS : 15500 as per specification and direction
Providing and fitting fixing of Sealing Ring for Mark-II conforming to
charge.
Providing and fitting fixing of 'O' Ring for Mark-II conforming to IS :
Providing and fitting fixing of Plunger Rod for Mark-II conforming to
charge.

3.27
No. 161.70
3.28
No. 504.90
3.29
No. 37.20
3.30
No. 300.10
3.31
No. 79.10
3.32
No. 513.00
3.33
No. 446.70
3.34
No. 435.10
3.35
No. 11,518.40
3.36
No. 514.20
3.37
No. 537.40
3.38
No. 2,096.20
3.39
No. 352.50
3.40
No. 218.70
Providing and fitting fixing Bottom cap for Mark-III conforming to IS :
Providing and fitting fixing Cylinder body with brass liner for Mark-III
Engineer-in-charge.
Providing and fitting fixing Plunger yoke body for Mark-III
Engineer-in-charge.
Providing and fitting fixing Upper valve for Mark-III conforming to IS
charge.
Providing and fitting fixing of C.I. base valve weight for OHP as per
Providing and fitting fixing of Follower for Mark-II conforming to IS :
Providing and fitting fixing Mark-III complete pump set conforming
to IS : 15500 ( without riser pipe & connecting rod ) as per
Providing and fitting fixing Upper cap for Mark-III conforming to IS :
Providing and fitting fixing of Bearing conforming to IS : 2062 for
Mark-II as per specification and direction of the Engineer-in-
charge.
Providing and fitting fixing of C.I. base plate for OHP as per
Providing and fitting fixing of Bottom cap ( GI ) for Mark-II
Engineer-in-charge.
Providing and fitting fixing of Upper cap for Mark-II conforming to
charge.
Providing and fitting fixing of Push rod for Mark-II conforming to IS
charge.
Providing and fitting fixing of Cage for Mark-II conforming to IS :

3.41
No. 309.40
3.42
No. 967.80
3.43
No. 311.80
3.44
No. 207.10
3.45
No. 593.30
3.46
No. 467.60
3.47
No. 2,881.40
3.48
No. 1,723.90
3.49
No. 467.60
3.50
No. 316.40
3.51
No. 907.30
3.52
No. 123.30
3.53
No. 139.60
Providing and fitting fixing Rubber seat retainer for Mark-III
Engineer-in-charge.
Providing and fitting fixing Cage for Mark-III conforming to IS :
Providing and fitting fixing Handle Assembly for Mark-III conforming
charge.
Providing and fitting fixing Third plate for Mark-III conforming to IS :
Providing and fitting fixing Chain with coupling for Mark-III
Engineer-in-charge.
Providing and fitting fixing Water Tank for Mark-III conforming to IS
charge.
Providing and fitting fixing Washer for Mark-III conforming to IS :
Providing and fitting fixing Pump bucket for Mark-III conforming to
charge.
Providing and fitting fixing Front cover for Mark-III conforming to IS :
Providing and fitting fixing Head Assembly for Mark-III conforming
charge.
Providing and fitting fixing Reducer cap for Mark-III conforming to
charge.
Providing and fitting fixing Check valve for Mark-III conforming to IS
charge.
Providing and fitting fixing Spacer for Mark-III conforming to IS :

3.54
No. 130.90
3.55
No. 128.00
3.56
No. 130.60
3.57
No. 125.60
3.58
No. 353.60
3.59
No. 323.40
3.60
No. 525.80
3.61
No. 309.40
3.62
No. 54.70
3.63
No. 207.10
3.64
No. 295.50
3.65
No. 162.90
3.66
No. 446.70
Providing and fitting fixing Bearing conforming to IS : 2062 for Mark-
III as per specification and direction of the Engineer-in-charge.
Providing and fitting fixing of Follower for Mark-III conforming to IS :
Providing and fitting fixing Rubber seating ( Upper valve ) for Mark-
III conforming to IS : 15500 as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Rubber seating ( lower valve ) for Mark-
III conforming to IS : 15500 as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Sealing ring for Mark-III conforming to IS
charge.
Providing and fitting fixing Handle Axle for Mark-III conforming to
charge.
Providing and fitting fixing Connecting Rod for Mark-III conforming
charge.
Providing and fitting fixing Check valve seat for Mark-III conforming
charge.
Providing and fitting fixing Check nut for Mark- II / III conforming to
charge.
Providing and fitting fixing Check valve guide for Mark-III
Engineer-in-charge.
Providing and fitting fixing Upper valve guide for Mark-III
Engineer-in-charge.
Providing and fitting fixing 'O' Ring for Mark-III conforming to IS :
Providing and fitting fixing Plunger rod for Mark-III conforming to IS
charge.

3.67
No. 79.10
3.68
No. 1,861.30
3.69
No. 24.40
3.70
No. 26.80
3.71
No. 23.70
3.72
No. 28.40
3.73
No. 29.10
3.74
No. 24.40
3.75
No. 29.10
3.76
No. 1,997.30
3.77
No. 1,532.00
3.78
A. 150 mm NB Mtr. 943.30
B. 100 mm NB Mtr. 622.00
C. 65 mm NB Mtr. 319.40
Providing and fitting fixing Brass strainer ( 50 mm NB ) for Mark II/III
as per specification and direction of the Engineer-in-charge.
Providing and fitting fixing Brass strainer ( 40 mm NB ) for Mark II /
III as per specification and direction of the Engineer-in-charge.
Providing and fitting fixing G.I. pipe (medium class) conforming to
IS : 1239 for Mark II/III as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Hexagonal Bolt (M12x20) conforming to
IS : 1363 for Mark-II/III as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Hexagonal nut ( M12) conforming to IS :
1363 for Mark-II/III as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Hexagonal Bolt ( M12x40) conforming to
IS : 1363 for Mark-II/III as per specification and direction of the
Engineer-in-charge.
Providing and fitting fixing Hexagonal HT bolts (M11X15X40)
conforming to IS : 1363 for mark II / III as per specification and
direction of the Engineer-in-charge.
Providing and fitting fixing Hexagonal Nylock Nut (M10 x 1.5)
conforming to IS : 1363 for Mark-II/III as per specification and
Providing and fitting fixing Hexagonal Nylock Bolt ( M10x15x40)
conforming to IS : 1363 for Mark-II/III as per specification and
Providing and fitting fixing OHP complete set as per specification
and direction of the Engineer-in-charge.
Providing and fitting fixing Axle washer for Mark-II/III conforming to
charge.
Providing and fitting fixing of Push rod for Mark-III conforming to IS
charge.

D. 40 mm NB Mtr. 257.10
E. 32 mm NB Mtr. 227.40
3.79
No. 531.60
3.80
No. 1,625.10
3.81
No. 2,229.90
3.82
No. 252.40
3.83
No. 6.30
3.84
No. 248.90
3.85
No. 274.50
3.86
No. 64.00
3.87
No. 74.50
3.88
No. 132.60
3.89
No. 132.60
3.90
No. 3,325.70
3.91
No. 125.50
3.92
No. 154.60
Providing and fitting fixing Nut & bolts ( 100 mm long ) for Mark II/III
Providing and fitting fixing Pedestal for Mark II/III as per
Providing and fitting fixing of Leather bucket conforming to IS :
1015 for OHP of approved quality as per specification and direction
Providing and fitting fixing of C.I. Plunger for OHP of approved
quality as per specification and direction of the Engineer-in-charge.
Providing and fitting fixing C.I. Head cover for Mark II/III as per
Providing and fitting fixing C.I. Plunger for Mark II/III as per
Providing and fitting fixing G.I. Screw for Mark II/III as per
Providing and fitting fixing M.S. Piston Rod for Mark-II as per
Providing and fitting fixing M.S. Piston Rod for Mark-III as per
Providing and fitting fixing Leather bucket conforming to IS : 1015
for Mark II/III as per specification and direction of the Engineer-in-
charge.
Providing and fitting fixing Leather flapper valve conforming to IS :
1015 for OHP as per specification and direction of the Engineer-in-
charge.
Providing and fitting fixing Nut & bolts ( 70 mm long ) for Mark II / III
Providing and fitting fixing C.I. Barrel for Mark II/III as per
Providing and fitting fixing C.I. Handle for Mark II/III as per

3.93
No. 107.50
3.94
Kg 158.80
3.95
No. 547.40
3.96
No. 535.10
3.97
No. 10.60
3.98
i. 40 mm dia Mtr. 371.40
3.99
No. 254.50
3.100
i. 32 mm dia. Pipe No. 28.50
ii. 40 mm dia. Pipe No. 37.90
iii. 50 mm dia. Pipe No. 47.40
iv. 65 mm dia. Pipe No. 56.90
v. 80 mm dia. Pipe No. 66.40
vi. 100 mm dia. Pipe No. 75.90
vii. 125 mm dia. Pipe No. 85.40
viii. 150 mm dia. Pipe No. 94.90
3.101
No. 37.90
Providing and fitting fixing C.I. handle for OHP of approved quality
Providing and fitting fixing G.I. screw for OHP of approved quality
Providing and fitting fixing of M.S. Piston rod for OHP of approved
Providing and fitting fixing Nuts bolts for OHP of approved quality
Providing and fitting fixing C.I. head cover for OHP of approved
Charges for threading of G.I. pipe, as per chapter-20 of CPWD
Charges for threading of Connecting Rod, as per chapter-20 of
Providing and fitting fixing G.I. pipe (medium class) conforming to
IS : 1239 for OHP of approved quality as per specification and
Charges for fitting fixing of hand pump complete as per chapter-20
of CPWD specification and direction of the Engineer-in-charge.

3.102
No. 554.00
3.103
No. 10,631.60
3.104
i. 40 mm dia Mtr. 88.70
3.105
A. upto 100 metre depth
i. 40 mm dia Mtr. 87.20
ii. 50 mm dia Mtr. 102.30
iii. 100 mm dia Mtr. 156.80
3.106
A. upto 100 metre depth
i. from 40 mm to 100 mm dia Mtr. 81.20
ii. from 40 mm to 150 mm dia Mtr. 114.90
iii. from 50 mm to 100 mm dia Mtr. 66.10
iv. from 50 mm to 150 mm dia Mtr. 94.20
v. from 100 mm to 150 mm dia Mtr. 102.90
vi. from 100 mm to 200 mm dia Mtr. 123.40
vii. from 100 mm to 250 mm dia Mtr. 148.10
viii. from 100 mm to 300 mm dia Mtr. 166.00
Providing fitting fixing of Tara Pump conforming to IS : 14106 as
per specification and direction of the Engineer-in-charge.
Charges for lifting of pipe by suitable method from existing non-
functioning ordinary hand tubewell, as per specification and
Charges for drilling and boring of pilot hole in any soil strata by
water jet or any suitable method including collection of samples at
various suitable levels and preservation of samples in polythene
bags / sample boxes and disposal of excess soil or mud and
maintain the pilot hole properly and required staging as per
specification ( IS : 2800 ) and direction of the Engineer-in-charge.
Charges for reaming of pilot hole in any soil strata by water jet or
any suitable method and disposal of excess soil or mud including
the cost for material as required to maintain the pilot hole properly
and required staging as per specification ( IS : 2800 ) and direction
Charges for development of ordinary hand tube well by pumping
out the turbid water till clean sand free water is obtained as per
chapter-20 of CPWD specification and direction of the Engineer-in-
charge.

3.107
i. 100 mm NB Mtr. 402.10
ii. 50 mm NB Mtr. 122.80
iii. 40 mm NB Mtr. 96.00
3.108
i. 100 mm NB Mtr. 638.40
ii. 50 mm NB Mtr. 262.20
3.109
i. 40 mm No. 66.40
ii. 50 mm No. 88.90
iii. 100 mm No. 207.60
3.110
i. 100 mm NB Mtr. 51.40
ii. 50 mm NB Mtr. 29.70
3.111
i. 100 mm NB Mtr. 76.00
ii. 50 mm NB Mtr. 37.90
3.112
Charges for fitting, fixing, and lowering UPVC 'CM" casing pipe as
per IS:12818 for Mark II / III / OHP as per specification and
Charges for fitting, fixing, and lowering UPVC ribbed screen pipes
as per IS:12818 for Mark II / III / OHP as per specification and
Charges for fitting fixing of Bottom Cap ( UPVC ) as per
Providing, fitting, fixing, and lowering UPVC 'CM" casing pipe as
Providing, fitting, fixing, and lowering UPVC ribbed screen pipes as
Providing and fitting fixing of Bottom Cap ( UPVC ) as per

i. 40 mm No. 20.40
ii. 50 mm No. 24.50
iii. 100 mm No. 40.90

4.1
A. For UPVC pipes in new work
a. In all kinds of soil
i. For pipes not exceeding 90 mm dia Metre 42.80
ii.
Metre 54.40
iii.
Metre 103.60
iv.
Metre 176.60
b. In Ordinary Rock not requiring blasting
ii.
Metre 106.50
iii.
Metre 166.10
iv.
Metre 281.80
B. For G.I. / C.I. / D.I. pipes in new work
ii.
Metre 63.40
iii.
Metre 119.00
For pipes exceeding 600 mm dia but not exceeding
1000 mm dia
For pipes exceeding 90 mm dia but not exceeding 300
mm dia
600 mm dia
1000 mm dia
mm dia
600 mm dia
Chapter - 4
Earth Work
Excavating trenches of required width for pipes, cables etc.
including exacavation for sockets, dressing of sides where
required, ramming of bottoms, depth upto 1500 mm including
getting out the excavated soil and backfilling of soil as required
after laying of pipeline, in layers not exceeding 200 mm in depth
including consolidating each deposited layer by ramming, watering
etc. and disposing of surplus excavated soil with all required leads
as per Chapter - 2 of CPWD specification and direction of the
mm dia
600 mm dia

iv.
Metre 201.80
ii.
Metre 121.70
iii.
Metre 190.30
iv.
Metre 323.50
C. For UPVC pipes in old work
i. For pipes not exceeding 90 mm OD Metre 49.20
ii.
Metre 62.60
iii.
Metre 119.20
iv.
Metre 203.00
i. For pipes not exceeding 90 mm OD Metre 78.60
ii.
Metre 122.40
iii.
Metre 191.10
iv.
Metre 324.10
D. For G.I. / C.I. / D.I. pipes in old work
ii.
Metre 72.90
For pipes exceeding 300 mm OD but not exceeding
600 mm OD
1000 mm OD
1000 mm OD
mm dia
1000 mm dia
mm dia
600 mm dia
300 mm OD
600 mm OD
1000 mm dia
300 mm OD

iii.
Metre 136.80
iv.
Metre 232.00
ii.
Metre 140.00
iii.
Metre 218.80
iv.
Metre 372.00
600 mm dia
1000 mm dia
mm dia
600 mm dia
1000 mm dia

5.1
i. 90 mm dia No. 103.90
ii. 110 mm dia No. 136.20
iii. 140 mm dia No. 188.90
iv. 160 mm dia No. 289.10
5.2
i. 15 mm dia No. 47.40
ii. 20 mm dia No. 64.30
iv. 32 mm dia No. 136.20
v. 40 mm dia No. 204.70
vi. 50 mm dia No. 308.60
viii. 80 mm dia No. 1,325.80
ix. 100 mm dia No. 1,430.30
x. 125 mm dia No. 1,534.70
xi. 150 mm dia No. 1,639.20
5.3
i. 15 x 15 x 15 mm dia No. 47.50
ii. 20 x 20 x 20 mm dia No. 58.40
iii. 25 x 25 x 25 mm dia No. 73.20
iv. 32 x 32 x 32 mm dia No. 97.10
Chapter - 5
Repair Work
Providing, fixing and laying fabricated UPVC socket / coupler
conforming to IS : 10124 ( Part 2 ) with solvent cement conforming
to IS : 14182 including testing of joints complete as per CPWD
Providing and fixing G.I. Bend /elbow in the pipe line including
testing of joints complete as per CPWD specification and direction
Providing and fixing G.I. equal Tee with the pipe line including

v. 40 x 40 x 40 mm dia No. 112.80
vi. 50 x 50 x 50 mm dia No. 163.60
vii. 65 x 65 x 65 mm dia No. 276.10
viii. 80 x 80 x 80 mm dia No. 370.60
ix. 100 x 100 x 100 mm dia No. 529.50
x. 125 x 125 x 125 mm dia No. 643.50
xi. 150 x 150 x 150 mm dia No. 752.60
5.4
i. 20 x 20 x 15 mm dia No. 60.40
ii. 25 x 25 x 20 mm dia No. 74.10
iii. 25 x 25 x 15 mm dia No. 73.20
iv. 32 x 32 x 25 mm dia No. 96.10
v. 32 x 32 x 20 mm dia No. 95.10
vi. 32 x 32 x 15 mm dia No. 94.10
vii. 40 x 40 x 15 mm dia No. 115.80
viii. 40 x 40 x 20 mm dia No. 116.80
ix. 40 x 40 x 25 mm dia No. 117.80
x. 50 x 50 x 15 mm dia No. 166.60
xi. 50 x 50 x 20 mm dia No. 167.60
xii. 50 x 50 x 25 mm dia No. 168.60
xiii. 50 x 50 x 40 mm dia No. 169.60
xiv. 65 x 65 x 15 mm dia No. 285.00
xv. 65 x 65 x 20 mm dia No. 286.10
xvi. 65 x 65 x 25 mm dia No. 287.00
xvii. 65 x 65 x 40 mm dia No. 288.10
xviii. 65 x 65 x 50 mm dia No. 289.00
Providing and fixing G.I. Unequal Tee with the pipe line including

xix. 80 x 80 x 15 mm dia No. 396.50
xx. 80 x 80 x 20 mm dia No. 397.50
xxi. 80 x 80 x 25 mm dia No. 398.50
xxii. 80 x 80 x 40 mm dia No. 399.50
xxiii. 80 x 80 x 50 mm dia No. 400.50
xxiv. 80 x 80 x 65 mm dia No. 401.50
xxv. 100 x 100 x 40 mm dia No. 629.70
xxvi. 100 x 100 x 50 mm dia No. 630.80
xxvii. 100 x 100 x 65 mm dia No. 631.70
xxviii.100 x 100 x 80 mm dia No. 632.80
xxix. 125 x 125 x 80 mm dia No. 723.60
xxx. 125 x 125 x 100 mm dia No. 729.30
xxxi. 150 x 150 x 80 mm dia No. 802.10
xxxii. 150 x 150 x 100 mm dia No. 803.20
xxxiii.150 x 150 x 125 mm dia No. 804.10
5.5
i. 20 x 15 mm dia No. 44.60
ii. 25 x 15 mm dia No. 49.50
iii. 25 x 20 mm dia No. 50.60
iv. 32 x 15 mm dia No. 63.40
v. 32 x 20 mm dia No. 64.40
vi. 32 x 25 mm dia No. 65.40
vii. 40 x 15 mm dia No. 74.10
viii. 40 x 20 mm dia No. 75.20
ix. 40 x 25 mm dia No. 76.10
x. 50 x 15 mm dia No. 108.70
Providing and fixing G.I. Reducer with the pipe line including testing
of joints complete as per CPWD specification and direction of the

xi. 50 x 20 mm dia No. 109.70
xii. 50 x 25 mm dia No. 110.70
xiii. 50 x 40 mm dia No. 111.70
xiv. 65 x 15 mm dia No. 154.60
xv. 65 x 20 mm dia No. 155.70
xvi. 65 x 25 mm dia No. 156.60
xvii. 65 x 40 mm dia No. 157.70
xviii. 65 x 50 mm dia No. 158.60
xix. 80 x 15 mm dia No. 221.10
xx. 80 x 20 mm dia No. 222.20
xxi. 80 x 25 mm dia No. 223.10
xxii. 80 x 40 mm dia No. 224.20
xxiii. 80 x 50 mm dia No. 225.10
xxiv. 80 x65 mm dia No. 226.20
xxv. 100 x 40 mm dia No. 341.50
xxvi. 100 x 50 mm dia No. 342.60
xxvii. 100 x 65 mm dia No. 343.50
xxviii.100 x 80 mm dia No. 344.60
xxix. 125 x 40 mm dia No. 431.10
xxx. 125 x 50 mm dia No. 432.00
xxxi. 125 x 65 mm dia No. 433.10
xxxii. 125 x 80 mm dia No. 434.00
xxxiii.125 x 100 mm dia No. 435.10
xxxiv.150 x 80 mm dia No. 524.40
xxxv.150 x 100 mm dia No. 525.30

5.6
i. 15 mm dia No. 133.50
ii. 20 mm dia No. 153.50
iv. 32 mm dia No. 208.70
v. 40 mm dia No. 262.60
vi 50 mm dia No. 322.60
ix. 100 mm dia No. 631.30
5.7
i. 15 mm dia No. 29.40
ii. 20 mm dia No. 34.60
iv. 32 mm dia No. 56.40
v. 40 mm dia No. 64.40
vi. 50 mm dia No. 89.40
ix. 100 mm dia No. 184.00
x. 125 mm dia No. 238.80
xi. 150 mm dia No. 298.50
5.8
i. 15 mm dia No. 50.60
Providing and fixing G.I. union as per CPWD specification and
Providing and fixing of Brass Union Joints ( Medium class ) with the
pipe line including testing of joints complete as per CPWD
Providing and fixing G.I. socket as per CPWD specification and

ii. 20 mm dia No. 62.60
iv. 32 mm dia No. 137.30
v. 40 mm dia No. 137.30
vi. 50 mm dia No. 199.30
ix. 100 mm dia No. 708.40
5.9
i. 90 mm dia No. 114.40
ii. 110 mm dia No. 153.60
iii. 140 mm dia No. 216.80
UPVC moulded socket conforming to IS : 7834 (Part - 6 ) with
complete as per CPWD specification and direction of the Engineer -
in - charge.

6.1
i. 150 mm dia mtr. 627.20
ii. 200 mm dia mtr. 857.80
iii. 500 mm dia mtr. 1,329.50
iv. 550 mm dia mtr. 1,475.70
6.2
i. from 150 mm dia pilot hole to 550 mm bore hole mtr. 913.80
ii. from 200 mm dia pilot hole to 550 mm bore hole mtr. 822.40
iii. from 150 mm dia pilot hole to 460 mm bore hole mtr. 610.00
iv. from 200 mm dia pilot hole to 460 mm bore hole mtr. 549.00
6.3
mtr. 73.10
6.4
i. 300 mm dia ERW housing pipes mtr. 292.50
ii. 200 mm dia ERW blind pipes mtr. 234.30
Reaming of pilot hole to an enlarged bore hole in any soil strata by
drilling rig, disposal of excess soil or mud, including the cost for
bentonite, water etc. as required to maintain the bore hole properly
as per specification ( IS : 2800 (part-I)) and direction of the
Washing of enlarged bore hole of 460 - 550 mm dia in any soil
strata by drilling rig, disposal of excess soil or mud, including the
cost for bentonite, water etc. as required to maintain the bore hole
properly including lifting of drill pipes as per specification ( IS : 2800
(part-I)) and direction of the Engineer - in - charge.
Deep Tube Well Work
DTW
Drilling and boring pilot hole in any soil strata by Drilling rig,
collection of soil samples of different strata met with during drilling
at various suitable levels, preservation of samples in polythene
bags / sample boxes and disposal of excess soil or mud, including
the cost for bentonite, water etc. as required to maintain the pilot
hole properly as per specification ( IS : 2800 (part-I)) and direction
Lowering of ERW pipe including painting with anti-corrosive
bitumastic paints, fixing of M.S. ring, welding of all joints etc.
complete after washing of the bore hole as per specification ( IS :
2800 (part-I)) and direction of the Engineer - in - charge. ( ERW
pipes will be supplied free of cost by the department from the
departmental storeyard ).
Chapter - 6

SOR DWS 2010

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