Rates For Rate Analysis Excel Format
Rates For Rate Analysis Excel Format
Rates For Rate Analysis Excel Format
Description of items
Qty
Rate
1 Loading the material into truck at lifting point and unloading the same at destination. Stacking at
godown/yard as directed including carriage by heas load upto a distance of 30mtr. At each of the
two points, including hire and labour charges of all tools tackles lifts etc. and necessary labour, as
may be required.( charge for damage of materials if any during loadingunloading, stacking etc. will
be fixed up by the EIC & the same will be recovered from the contractor).
a) CI/MS/DI /GI pipes specials valves etc.( with out crane operation)
i) Upto-3MT
152.00
109.00
iii)6-10 MT
87.00
iv) Above 10 MT
70.00
b) With crane operation including all charges for CI pipes 250 mm dia and above and for DI pipes
350 mm dia and above
190.00
i) 80 mm dia
2.35
3.60
4.70
7.25
v) 200 mm dia
14.30
Carriage of pipes and specials valves appurtinances etc. by truck over pucca road (Black top)
stone/Boulder/ Lateriate consolidated. Moorum consolidated/ Jhama ? Brick consolidated road or
Brick / Concreate pavement. (Charge for damage of materials if any during carriage will be fixed
by the E.I.C and the same will be recovered from the contractor
a) CI/MS/DI /GI pipes specials valves etc.
i) Distance carriage upto initial 05 KM= 05 Km
144.85
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 5 KM and upto 10 KM= 05 Km
7.70
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 10 KM and upto 25 KM= 15 Km
6.50
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 25 KM and upto 49 KM= 24 Km
5.45
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 50 KM and upto 56 KM= 6 Km
5.00
b) A.C pressure pipes of any class(80 mm dia A.C pressure pipes of any class)
i) Distance carriage upto initial 05 KM
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 5 KM and upto 10 KM
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 10 KM and upto 25 KM
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 25 KM and upto 50KM
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 50 KM and upto 10 KM
176.65
47.00
7.90
6.70
6.10
c) A.C pressure pipes of any class(100 mm dia A.C pressure pipes of any class)
i) Distance carriage upto initial 05 KM
274.30
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 5 KM and upto 10 KM
73.00
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 10 KM and upto 25 KM
12.30
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 25 KM and upto 50KM
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 50 KM and upto 10 KM
10.40
9.50
d) A.C pressure pipes of any class(125 mm dia A.C pressure pipes of any class)
i) Distance carriage upto initial 05 KM
344.90
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 5 KM and upto 10 KM
91.80
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 10 KM and upto 25 KM
15.50
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 25 KM and upto 50KM
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 50 KM and upto 10 KM
13.10
11.90
Sl
Description of items
Qty
Rate
e) A.C pressure pipes of any class(150 mm dia A.C pressure pipes of any class)
i) Distance carriage upto initial 05 KM
517.30
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 5 KM and upto 10 KM
137.60
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 10 KM and upto 25 KM
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 25 KM and upto 50KM
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 50 KM and upto 10 KM
23.20
19.60
17.90
f) A.C pressure pipes of any class(200 mm dia A.C pressure pipes of any class)
i) Distance carriage upto initial 05 KM
724.30
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 5 KM and upto 10 KM
192.70
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 10 KM and upto 25 KM
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 25 KM and upto 50KM
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)
carriage beyond 50 KM and upto 10 KM
32.50
27.50
25.00
Carriage of pipes,specials and valves to worksite by minitruck/Tructor/ Ricksaw Van over any
type of road but narrow in nature,where the movement of heavy vichele is impossible beyond
initial carriage including loading,unloading,stacking all complete.(charge for damage of materials
during loading, unloading, stacking and carriage etc.if any will be fixedup by the E.I C & the same
will be recovered from the contractor)
NOte;- Specific prior permission from E.I.C to be obtained for execution of this item
116.00
ii) Distance carriage exceeding 02 KM but not exceeding 5 km, for each additional 1
km or part thereof
35.00
6.00
7.50
9.40
11.70
v) 200 mm dia
18.30
2) Distance carriage exceeding 02 KM but not exceeding 5 km, for each additional 1 km
or part thereof
i) 80 mm dia
1.10
1.40
1.80
2.20
v) 200 mm dia
3.40
3) Distance carriage exceeding 05 KM but not exceeding 10 km, for each additional 1
km or part thereof
i) 80 mm dia
0.70
0.90
1.10
1.40
v) 200 mm dia
2.20
Unit
Amount
MT
MT
MT
MT
0.00
MT
0.00
each
each
each
each
each
0.00
LS/Mt
0.00
MT/KM
0.00
MT/KM
0.00
MT/KM
0.00
MT/KM
0.00
%M
%M
%M/Km
%M/Km
%M/Km
%M
%M
%M/Km
%M/Km
%M/Km
%M
%M
%M/Km
%M/Km
%M/Km
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Unit
%M
%M
%M/Km
%M/Km
%M/Km
%M
%M
%M/Km
%M/Km
%M/Km
mt
mt/km
each
each
each
each
each
each/km
each/km
each/km
each/km
each/km
each/km
each/km
each/km
each/km
each/km
Amount
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Description of items
Pn-1
itm-1(a)
Earth work in excavation of foundation trenches or drains or septic tank-soak well etc. in all sorts
of soil( including mixed soil but excluding laterite and sand stone) including removing spreading
or stacking he spoils within a lead of 5 mtr. As directed and including trimming the sides of
trenches leveling, dressing and ramming the bottom, bailing or pumping out water etc. as
required complete
Pn-1
itm-2(a)
Earth work in filling in foundation or plinth with good earth in layers not exceeding 15cm
including watering and ramming etc. layer by layer complete. (Payment to be made on basis
measurement of finished quantity of work) a) With earth obtained from excavation of
foundation.
Qty
cutting through metal road or passage as per required section including refilling, watering,
ramming complete as per direction of EIC
Providing in aligmment & laying CI sluice valve/Non return Valve/ Washout valve. (PN-1)
[IS:14846:2000] of following dia. Including cutting trenches upto deapth so as to maintain-1
(one) mtr. Earth cushion from top of pipe upto GL. In any kind of soil, carriege of pipes from local
store within scheme area /head work site store,refilling the trenches including dewatering
trenches etc. all complete as per direction of EIC (earth work in cxcavation, refilling the trenches
as per specification & jointing of EIC (Earh work in excavation,refilling the tenches as per
secification & jointing of pipes to be measured & paid for seperately) (sluice valve will be
supplied departly ,free of cost )
Unit
9221.30
%m3
5949.40
%m3
52.40
cu.m
41.70
63.00
79.80
each
each
each
136.00
each
198.00
each
e) 80 mm dia
10335.00
each
d) 100 mm dia
11220.00
each
c) 150 mm dia
11220.00
each
b)200mm diameter.
12707.00
each
a)250mm. diameter.
13328.00
each
10.80
each
13.50
each
15.10
each
24.80
each
25.80
each
29.10
each
40.70
each
46.30
each
51.40
each
73.85
each
a) 250 mm dia
39.80
b) 200 mm dia
39.80
c) 150 mm dia
17.00
d) 100 mm dia
9.50
constn. Of masonry sluice valves,wash out ,reflux valve,air valve chamber with
supply of approved type of RCC cover including earth work in excavation.bailing out of
water,filling single layer B.F soling cement concert(1:4:8) with jhama khoa in foundation. brick
work in cement mortal (6:1) with 1st class Bricks with provision of weep holes at bottom,100mm
thick precast RCC slav(1;2:4) with necessary shuttering & reinforcement work & other materials
& fitting fixing & overhalling valves if necesary to work order all compleate. including cost of all
lavourrers,materials & carriege etc.(Valves & tail pieces only will be supplied departly,free of
cost) work should be done as per denttl Drawing No CC/49/91/RIV.
providing in aligmment & laying CIPE tees (class-5/10) (IS:5531/1988) for AC presure pipes
a per following dia. Including cutting trendhes upto the deapth so as to maintain-1 (one) mtr.
Earth cushion from the top of the pipe upto GL in any kind of soil,carriege of pipes from local
store within the scheme aerea/head works site store to pin-point site & back carriege of excess
materials to head work site store ,refilling the trenches including dewatering trenches etc. all
complete as per direction of EIC (earth work is excavation,refilling the trenches as per
specification & jointing of pipes to be measured & paid for seperately) (tees will be supplied
depermentally free of cost)
Rate
providing in aligmment & laying CI flanged Adopter (IS:1538/1993) for AC pressure pipes as
per following dia. Including cutting trenches upto the deapth so as to maintain -1(one) mtr.
Earth cushion from the top of the pipe upto G.L in any kind of soil,carriege of pipes fromlocal
store within the scheme area/head works site store pin-point site & back carrrieage of excessing
materials to head work site store,refilling the trenches including dewatering trenches etc. all
compleate as per direction of EIC (earth work in excavation,refiling the trenches as per
specification & jointing of pipes to be measured & paid for sepearately) (adopter will be
supplied departly,free cost)
Tapadyuti/usd/284635532.xls
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Description of items
Qty
e) 80 mm dia
Tapadyuti/usd/284635532.xls
Rate
Unit
7.20
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Description of items
Qty
Rate
Unit
9.30
each
10.70
each
11.90
each
12.40
each
13.50
each
15.00
each
16.80
each
17.90
each
18.20
each
19.40
each
20.00
each
21.00
each
21.90
each
23.70
each
23.60
each
25.40
each
26.90
each
29.65
each
a) 200mm x 900
75.00
each
b) 200mm x 450
69.40
each
c)200mm x 22.50
59.30
each
d) 250mm x 900
109.70
each
e)250mm x 450
99.60
each
f) 250mm x 22.50
83.90
each
providing in aligmment & laying CIPE reducers (IS:5531/1988) for AC pressure pipes of
following nominal dia.(Cl-10). Including cutting trenches upto the deapth so as to maintain
-1(one) mtr. Earth cushion from the top of pipe upto G.L in any kind of soil ,carriage of pipes
from local store with in the scheame area/ head works site store to pin-point site & back
carriage of excess materials to head work site store ,refilling the tenchs including dewatering
trenches etc. all complete as pr direction of EIC 9 earth work in excavation,refilling the trenches
as per specification & jointing of pipes to be measured & paid for seperately) (pipes will be
supplied departmentaly free of cost)
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10
Description of items
Qty
Rate
Unit
75.00
each
105.20
each
129.80
each
Providing in aligment & laying CI all socket/socket & spigot tees(IS: 1538/1993) of
following nominal dia. Including cutting trenches upto deapth so as to maintain-I(one) mtr. Earth
cushion from top of pipe upto GL in any kind of soil,carriage of pipes from local store within the
scheme area/head works site store to pin-point site & back carriage of excess materials to heas
work site store ,refilling the trenches including dewatering trenches etc. all complete as per
direction of EIC.
(earth work in excavation, fefilling the trenches as per specification & jointing of pipes of to be
measured & paid for seperately) (tee will be suplied departly, free of cost)
11
14
Pn-2
itm-5
13
99
12 Pn-2
itm-6
17
15
83.04
122.51
190.64
335.20
%m
369.70
50.00
879.00
%m
Kg
bag
84.30
%m
129.30
%m
a) 80 mm diameter
384.40
b) 100mm diameter
384.40
c) 150mm diameter
492.80
d) 200 mm diameter
492.80
a) 200m x 100 mm
42.00
each
b) 200mm x 150 mm
41.40
each
c) 250mm x 200 mm
56.50
each
d) 150mm x 80mm
22.40
each
testing hydraulically all classes,all types of complete pipe lines for a specified head of water
in sections including supply of necessary equipments,gauge &othe testing tools,required water
& laborers etc. all complete as per specification 7 direction of EIC
Labour charge for boring by Augar method, inserting, laying GI/CI/dI/ MS pipe of 80mm to
350mm by hiring all tolls & plants as required all complete as per direction and entire
satisfaction of the EIC. (Rates inclusive of earth work in excavation for operation pit, filling the
pit with silver sand, hiring charges of tools and plants, lightining arrangements, pump motor,
laying of pipes etc,complete)
providing in alignment & laying CI double socket/socket & spigot reducer (IS; 1538/1993)
for of the following nominal dia. Including cutting trenches upto the deapth so as to maintaini(one) mtr. Earth cushion from the top of the pipe upto G.L in any kind of soil, carriage of pipes
from local store within the scheme area/head works site store to pin-point site & back carriage of
excess materials to head work site store ,refilling trenches including dewatering trenches etc. all
complete as per direction of EiC (earth work in excavation,refilling the trenches as per
specification & jointing of pipes to be measured & paid for separately) ( reducer will be supplied
departly,free of cost)
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18
21
Qty
Rate
Unit
80 mm.dia.
14.50
100 mm.dia.
17.90
125 mm.dia.
22.40
150 mm.dia.
29.10
200 mm.dia.
41.40
250 mm.dia.
69.40
300 mm.dia.
88.40
350 mm.dia.
111.90
400 mm.dia.
137.60
80 mm.dia.
13.4
100 mm.dia.
15.7
125 mm.dia.
21.3
150 mm.dia.
25.70
200 mm.dia.
43.60
250 mm.dia.
59.30
300 mm.dia.
76.10
350 mm.dia.
95.10
400 mm.dia.
116.40
80 mm.dia.
4.40
mtr
100 mm.dia.
5.40
mtr
150 mm.dia.
9.10
mtr
200 mm.dia.
12.80
mtr
250 mm dia
18.60
mtr
52.40
Cu.M
a) 100 mm dia
22.00
each
a) 150 mm dia
32.50
each
b) 200 mm dia
43.00
each
b) 250 mm dia
54.30
each
19
20
Description of items
Providing in aligmment & laying CI flanged Spigot TP (IS; 1538/1993) of following dia.
Including cutting trenches upto deapth so as to maintain-1 mtr. Earth cushion from the top of
the pipe upto Gl in any kind of soil, carriage of pipes from local store within the scheme
aerea/head works site store to pin point site & back carriage of excess materials to head work
site store, refilling the trenches including dewatering trenches etc. all complete as per direction
of EIC(earth work in excavation,refilling the trenches as per specification & jointing of pipes to
be measured & paid for separately) ( spigot will be supplied departly,free of cost)
p-26
p-1
itm-3
cutting cast iron pipes, rendering the surface smooth to make suitable for rubber gasket,
lead joint as per direction of EIC the following nominal diameters
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22
10
Description of items
Qty
Rate
Unit
a) 80 mm diameter
6.00
each
b)100 mm diameter
7.10
each
c) 150mm diameter
10.90
each
d) 200 mm diameter
14.20
each
each
each
each
each
200 mm.dia. with lead 5.00 Kg. and spun yarn 0.30 Kg.
77.00
131.10
131.10
145.10
145.10
250 mm.dia. with lead 6.25 Kg. and spun yarn 0.35 Kg.
211.90
each
300 mm.dia. with lead 7.50 Kg. and spun yarn 0.48 Kg.
211.90
each
a) 80 mm diameter
38.00
set
b) 100 mm diameter
52.60
set
c) 150mm diameter
61.15
set
d) 200 mm diameter
62.60
set
Cutting AC pressure pipes/broken end AC pressure pipes including rendering the surface
smooth to make it suitable for jointing with CI mechanical detachable joint (D.T)
making flanged joints to CI/GI pipes and specials of the following nominal diameters with
rubber insertion, bolts and nuts of approved quality as per direction of the E.I.C. (including cost
of rubber insertion,bolts and nuts).
24
Kg.
Kg.
Kg.
Kg.
and
and
and
and
spun
spun
spun
spun
yarn
yarn
yarn
yarn
0.10
0.18
0.20
0.20
Kg.
Kg.
Kg.
Kg.
Making CI detachable joints to AC pressure pipes & CIPE specials of the following nominal
dia. With coller ,rubber ring ,flanged bolts & nuts complete as per direction of EIC( Detachable
joint set will be supplied departly, free of cost)
c) 250mm diameter
25
each
set
TYTON JOINT
Making Tyton joints to Cast Iron Pipes(all classes) and fittings of the following nominal
diameter with Rubber gusketsincluding providing lubricant of approved quality, cleaning the
grooves of pipes etc. complete as per direction, including hring of tools and takels.
(rubber gusket will be supplied Departmentally free of cost)
a) 80 mm dia
24.00
each
b) 100 mm dia
26.40
each
c) 125 mm dia
28.90
each
d) 150 mm dia
31.70
each
a) 200 mm dia
36.50
each
b) 250 mm dia
41.40
each
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26
27
28
Description of items
Qty
Rate
Unit
a) 80 mm dia
19.80
each
b) 100 mm dia
19.80
each
c) 125 mm dia
19.80
each
d) 150 mm dia
19.80
each
a) 200 mm dia
19.80
each
b) 250 mm dia
24.90
each
544.30
each
736.00
each
917.20
each
150.00
205.00
260.00
360.00
440.00
511.00
635.00
785.00
951.00
1181.00
1427.00
1750.00
2196.00
672.80
947.20
1297.10
MECHANICAL JOINT
Making mechanical joints C.I Specials of the folowing nominal dia, including fitting, fixing and
fasting follower gland, rubber insertion, bolts & nuts as per direction of E.I.c
(Mechanical Joint will be supplied Departmentally free of cost)
LEAD JOINT
making lead caulked joints with molten lead and spun yarn to cast iron pipes and fitting of the
following nominal diameters along with other allied works for proper caulking and dewatering
the trenches if necessary complete as per direction of the EIC including supply of leaad spun
yarn and other sundries materials ( lead will be supplied departmentaly cost of wich is
recoverable @ Rs. 105.00/Kg)
N.B- 1) UPVC pipes (class-III), UPVC/Molded rigid PVC Specials (class-III). Sluice Valve & solvent
cement as per relevent I:S standard and third party inspection by 'CIPET" as detailes in
specification.
2) If rock cutting ,morrum cutting etc. appears at the time as per P.W.D schedule. for other items
of laying distributing system i.e R.C.C. stand post. Flange joint, sluce valve chamber, Testing
hydraulically, Washing,cleaning & disinfection etc. SE,CC's Exciting schedule to be followed.
29
supply & fitting fixing for GI pipes for above ground in structures with holder bat clamps
including cost of jointing materials holder bats clamps etc. as necessary including cutting
pipes.making therds fitting fixing etc. complete in all respect with two coats of painting with
aproved paints any height.
( payment will be made of the center line measurement of total pipe line including specials,
labour for fitting, fixing specials will be paid separaately)
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30
Description of items
Qty
Rate
Unit
699.00
841.00
1363.00
1184.00
1697.00
1526.00
1946.00
1788.00
663.20
933.60
b) 100 mm dia
c) 150 mm dia
1412.80
Supplyting , fitting and fixing G.I pipes of TATA make with all necessary accessories, specials
viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short
piece etc. fitting with holder bats clamps,includingcutting pipes,making threads,fitting, fixing
etc. complete in all respect including cost of all necessary fitting as required, jointing materials
and two coats of painting with approved paint in any position above ground.
(Payment will be made on the centre line measurements of total pipe line including all specials.
No seperate payment will be made for accesories, specials. Payment for painting will be made
separately)
A) For Exposed Work
31
Supplying G.I pipe of non TATA make, fitting and fixing G.I pipes of non TATA make for
underground works with all necessary accessories, specials viz. socket, bnd, tee, union, cross,
elbow, nipple, short piece etc. including cost of all materials, jointing materials, cutting pipes,
making threads, cutting trenches upto 1.5 meter below surface in all sorts of soil and refilling
the same as selected with two coats of painting on G.I pipes and specials with bituminous paint
complete in all respect.(Payment will be made on the centerline measurement of the total pipe
line including all specials . no separate payment will be made for accessories, specials. Payment
for painting will be made separately)
a)80 mm dia
d) 200 mm dia
32
supply & fitting fixing for GI pipes for underground TATA(medium) including cutting
pipes.making therds fitting fixing etc. complete in all respect with two coats of painting with
aproved paints including cutting trenches and filling etc.
( payment will be made of the center line measurement of total pipe line including specials.
labour for fitting, fixing specials will be paid separately)
c) 150 mm dia
1766.00
1167.00
829.00
a) 80 mm diameter
624.00
b) 100 mm dia
887.00
Supply G.I. pipe of non Tata make but ISI marked including necessary socket
(Medium quality).
a) 80 mm dia
499.20
1031.00
each
a) 80 mm diameter
5.60
b) 100 mm diameter
7.10
c) 150mm diameter
11.40
18.30
39
34
32
p-3
Providing in aigment & laying in trenches AC pipes (IS; 1592/1989) of following dia. Including
cutting trenches upto deapth so as to maintain-1 mtr. Earth cushion from top of pipe upto GL in
any kind of soil, carriage of pipes from local store with in the scheme aerea/head works site
store to pin-point site & back carriage of excess materials to head work site store ,refilling
trenches including dewatering trenches etc. all complete as per direcion of EIC.
(earth work in excavation,refilling the trenches as per specification & jointing of pipes to be
measured & paid for separately)
( pipes will be supplied departmentaly,free of cost)
d) 200 mm diameter
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no
Description of items
33
p-1
Qty
Rate
Unit
43.40
80 mm.dia.
16.50
/Mtr
100 mm.dia.
20.90
/Mtr
125 mm.dia.
27.00
/Mtr
150 mm.dia.
33.70
/Mtr
200 mm.dia.
48.70
/Mtr
250 mm.dia.
65.40
/Mtr
300 mm.dia.
84.20
/Mtr
4172.00
Each
A) 80 mm dia
13.00
mtr
a)100 mm dia
15.80
mtr
a) 125 mm dia
19.70
mtr
25.40
mtr
c) 200 mm dia
32.30
mtr
d) 250 mm dia
42.90
mtr
80 mm dia
11.30
mtr
a) 100 mm dia
13.80
mtr
125 mm dia
17.10
mtr
b) 150 mm dia
20.40
mtr
c) 200 mm dia
26.80
mtr
d) 250 mm dia
35.10
mtr
200 mm dia
59
35
36
Providing in allignment& laying in trenches Centrifugally cast iron (Spun) Flanged pipes
Class-A [IS: 1537/1976] with screw flanged of the ollowing nominal dia. Including cutting
trenches. Upto the deapth so as to maintain-1(one) mtr. Earth cushion from the top of the
specials upto G.L in any kind of soil, carriage of specials from local store within scheme
area/Head works site store to pin point site & back carriage of excess materials to Head works
site store, refilling the trenches including dewatering trenches etc. all complete as per direction
of E.I.C.
(Earth work inexcavation, refilling the trenches as per specification trenches and jointing of
specials to be measured and paid for seperately)
(Pipes will be supplied departmentally free of cost)
construction of RCC stand post with drain & platform conc. Post driling tapping water
main.supplying fitting,fixing 15 mm dia. Brass ferrule, 20 mm dia, G.I pipe 4m average length
with all necessary special like 20 mm dia. G.I vlend Nipple,socket jamnut,20mm X 15 mm G.I
Reducing socket as pe type drawing no.CC/53/93, specification with all complete with supply of
polythene bib cock.
a)with supply of saddle piece.
DUCTAIL IRON(D.I) PIPE K-9[IS: 8329/2000]
providing in alignment & laying in trenches DI pipe -k9 of following dia. Including cutting
trenches up to depth so as to maintain-1(one) mtr. Earth cushion from top of pipe upto GL in any
kind of soil, carriage of pipes from local store within scheme area/head works site store to pinpoint site & back carriage of excess materials to head work site store, refilling trenches including
dewatering trenches etc. all complete as per direction of EIC
(Earth Work in excavation, refilling trenches as per specification & jointing of pipes to be
measured & paid for seperately)
(Pipes will be supplied departly, free of cost)
b) 150mm dia.
33
Tapadyuti/usd/284635532.xls
284635532.xls
Sl
ref page
no
40
Description of items
Qty
a) 80mm dia
8.75
11.05
c) 125 mm dia
14.40
d) 150mm dia
17.90
Labour for taking out soling including rubbish to flank, shorting out servisable materials,
stacking near flank road as far as practicable including relaying the same in proper time with
using at least 15% new brick including preparation of bed as necessary with bricks joint properly
filled in & packed with local sand of pwdered including necessary cushion of similar materials
below the sling & between layer when more than one layer laid.
66
Labour for taking out carefully existing 75 mm wide brick & relaying the brick edging in the
trench after rectfying time & levels as required & repacking the trenches in both sides of the
edging including backing with earth bandh( 1 mtr wide) & including caring of bricks with in 150
mtr for relaying
a) brick on end edging(254 mm deep)
13
Unit
b) 100 mm dia
12
41
Rate
p-29/35
43.24
sq.m
10.80
a) 80 mm diameter
17.90
each
b) 100 mm diameter
21.30
each
c) 125 mm dia
24.60
each
d) 150mm diameter
33.60
each
e) 200 mm diameter
45.90
each
f) 250 mm dia
60.40
each
8.50
each
8.60
each
6.40
each
11.50
each
11.20
each
8.30
each
21.30
each
19.60
each
13.80
each
36.40
each
30.80
each
22.40
each
54.40
each
45.90
each
31.30
each
providing in aligmment & laying CIPE Bends (IS; 5531/1983) for AC pressure pipes as per
following dia(CL-5/CL-10) including cutting trenches upto the deapth so as to maintain-I(one)
mtr. Earth cushion from the top of the pipe upto GI in any kind of soil,carriage of pipes from local
store within the scheme aerea/head works site store to pin-point site & back carraige of excess
materials to head work site store, refilling the trenches including dewatering trenches etc. all
complete as per direction of EIC (earth work in excavation,refilling the trenches as per
specification & jointing of pipes to be measured & paid for seperately) ( Bend will be supplied
departmentaly free of cost)
Tapadyuti/usd/284635532.xls
284635532.xls
Sl
ref page
no
42
p-30/38
Description of items
Qty
Rate
Unit
80 mm.dia. x 90
24.60
Each
80 mm.dia. x 45
22.40
Each
80 mm.dia. x 22.5
21.30
Each
80 mm.dia. x 11 1/4
21.30
Each
100 mm.dia. x 90
30.20
Each
100 mm.dia. x 45
28.00
Each
26.90
Each
26.90
Each
125 mm.dia. x 90
40.30
Each
125 mm.dia. x 45
35.80
Each
33.60
Each
32.45
Each
150 mm.dia. x 90
50.35
Each
150 mm.dia. x 45
44.80
Each
42.50
Each
40.30
Each
200 mm.dia. x 90
75.00
Each
200 mm.dia. x 45
64.90
Each
59.30
Each
55.95
Each
250 mm.dia. x 90
107.40
Each
250 mm.dia. x 45
89.50
Each
80.60
Each
76.10
Each
300 mm.dia. x 90
149.00
Each
300 mm.dia. x 45
125.30
Each
110.80
Each
110.80
Each
350 mm.dia. x 90
205.90
Each
350 mm.dia. x 45
166.70
Each
146.60
Each
135.40
Each
Tapadyuti/usd/284635532.xls
284635532.xls
Sl
ref page
no
Description of items
43
pn-8
itm-2(c) &
2
C.I.D.F BEND
Providing in alignment and laying in trenches the Cast iron double Flanged Bends (IS:
1538/1993) of following dia. Including cutting trenches upto the deapth so as to maintain-1(one)
mtr. Earth cushion from the top of bend upto G.L in any kind of soil, carriage of specials from
local store within the scheme area/Head works site store to Pin point site & back carriage of
excess materials to Head works site store, refilling the trenches including dewatering trenches
etc. all complete as per direction of E.I.C
(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be
measured and paid for seperately)
(BEND will be supplied departmentally free of cost)
44
45
p-10
p-11
itm-6(c)
Qty
Rate
Unit
14.50
each
15.70
each
19.00
each
20.10
each
25.70
each
28.00
each
34.70
each
38.00
each
54.80
each
60.40
each
23.50
each
29.10
each
40.30
each
52.60
each
82.80
each
124.20
each
23.50
each
28.00
each
29.10
each
35.80
each
38.00
each
40.30
each
45.90
each
47.00
each
50.30
each
52.30
each
69.40
each
70.50
each
73.80
each
76.10
each
82.80
each
99.60
each
100.70
each
104.10
each
C.I.A.F TEE
Proving in allignment and laying in trenches C.I.A.F (IS: 1538/1993) of following dia. Including
cutting trenches upto the deapth so as to maintain-1(one) mtr. Earth cushion from the top of the
TEE upto G.L in any kind of soil, carriage of specials from local store within the scheme
area/Head works site store to Pin Point site & back carriage of excess materials to Head works
site store, refilling the trenches including dewatering trenches etc. all complete as per direction
of E.I.C
(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be
measured and paid for seperately)
(TEES will be supplied departmentally free of cost)
Tapadyuti/usd/284635532.xls
284635532.xls
Sl
ref page
no
Description of items
56
Pn-31
itm-39
Qty
P-30
each
60
31.30
each
a) 80mm dia
25.70
b) 100 mm dia
31.30
c) 125 mm dia
39.20
d) 150mm dia
49.20
69.40
95.10
10.40
24.50
33.00
each
each
each
a) 150 mm dia
19.80
each
b) 250 mm dia
24.90
each
44.54
sq.m
43.77
Cum
f) 250 mm dia
A) 100 X 80 MM DIA
B) 200 x 150 mm dia
c) 250 x 200 mm dia
77
47
72.70
e) 200 mm diameter
16
Unit
C.I. COLLARS.
Providing in allignment and laying in trenches C.I. COLLARS (IS: 1538/1993) of following dia.
Including cutting trenches. Upto the deapth so as to maintain-1(one) mtr. Earth cushion from the
top of the specials upto G.L in any kind of soil, carriage of specials from local store within
scheme area/Head works site store to pin point site & back carriage of excess materials to Head
works site store, refilling the trenches including dewatering trenches etc. all complete as per
direction of E.I.C.
(Earth work inexcavation, refilling the trenches as per specification trenches and jointing of
specials to be measured and paid for seperately)
(C.I.COLLARS. will be supplied departmentally free of cost)
a)150 mm dia.
58
Rate
Making C.I flexcible Jeffe coupling joints C.I Specials of the folowing nominal dia, including
fitting, fixing and fasting follower gland, rubber insertion, bolts & nuts as per direction of E.I.c
(coupling joint will be supplied departmentally free of cost)
pPainting with ready mixed Black Japan of approved make and brand including smoothening
347/11/b surface
b) Two coats
pn-455
PWD(Bld)
itm-21
Labour for propping up overhead members as a precautionary measure againts falling as
directed with necessary planks Eucalyptus props, packing nails, wire ropes, iron wires etc.
including hire charges of all materials fitting, fixing dismantling and removing the props etc and
removing the props etc and all ancillary works in this connection complete.
(payment to be made on volume measurement considering the hight and contact area)
Tapadyuti/usd/284635532.xls
284635532.xls
Sl
ref page
no
Description of items
48
Pn-319
PWD(Bld)
itm-2i(b)
Plaster (to wall, floor,celling etc) with sand and cement mortar including rounding off or
chamfering corners as directed and raking out joints including throating, noising and drip
course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over
concrete surface]
I) With 1:6 cement mortar
Qty
Rate
Unit
137.23
sq.m
264.31
sq.m
28.51
sq.m
5675.32
Cu.M
30.93
sq.m
582.16
Cu.M
276.64
cu.m
4766.00
Cu.M
!st class brick work in cement morter (4:1)infoundation plinth & steps as per
specfication
5303.00
cum
5947.00
cu.m
6887.19
qntl
80.70
kg
64249.10
%m
b) 20 mm thick plaster
49
50
Single brick fiat soling of picked Jhama brick including ramming & dressing bed to proper level &
filling joints with powered earth or local sand including cost of sand or earth including plinth
prtection
Pn-323
PWD(Bld)
itm-8
51
Neat cement punning about 1.5 mm thick in wall, dado window, sills, floor, drain, etc
Note- Cement 0.152 cu.m per 100 sq.m
ordinary cement concrete (mix 1:1.5:3) with graded stone chips(20 mm nominal size) excluding
shuttering and reinforcement, if any, in ground floor as per relevant IS codes.
a) pakur variety
52
Dismantiling artificial stone flooring upto 50mm.thick by carefully chiselling without damaging
the base and removing rubbish as directed within a lead of 75m.
a) in ground floor including roof
53
Dismantling all types of plain cement concrete works, stacking seviceable materials at site and
removing rubbish as directed within a lead of 75m..
In ground floor including roof.
a) upto 150 mm, thick
54
pn-21
Dismantiling all types of masonry exception cement concrete plain or reinforced, stacking
PWD(Bld) serviceable materials at site and removing rubbish as direct with in a lead of 75m
itm-1(a) a) in ground floor including roof
55
Cement concrete with graded jhama khoa (30mm size) excluding shuttering,
In ground floor and foundation
6
56
P-69
PWD (Bld)
itm-22(b)
57
p-167
itm-26
M.S works in brakets made from flats, angles, tees etc. to sizes specially bent, twisted, forged,
making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws
etc.
58
39
(A) Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed
and consolidating the same by through saturation with water ramming complete including the
cost of supply of sand. (payment to be made on measurement of finished quantity)
b)D0- by fine sand
total
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
73.85
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tapadyuti/usd/284635532.xls
284635532.xls
Amount
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
73.85
Tapadyuti/usd/284635532.xls
284635532.xls
Cost of Material
Sl
1
items
C.I.P.E. Tee (class-5/10)
Kg
Total Qnty.
Rate/unit
9.70
12.10
13.50
41.40
45.90
70.80
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
50.80
81.00
0.00
49.80
8.30
12.10
15.00
17.90
0.00
0.00
0.00
0.00
49.80
49.80
49.80
49.80
72.00
0.00
49.80
0.00
51.80
3
1
1
0.00
0.00
0.00
49.80
49.80
49.80
a)80 mm 900
7.60
0.00
49.80
b)80 mm 45
7.70
0.00
49.80
5.70
0.00
49.80
10.30
0.00
49.80
e)100 mm 450
10.00
0.00
49.80
a) 80 x 80 x 80 mm dia
b) 100 x 100 x 80 mm dia
c) 100 x 100 x 100 mm dia
d) 125 x 125 x 80 mm dia
e) 125 x 125 x 100 mm dia
f) 125 x 125 x 125 mm dia
g) 150 x 150 x 80 mm dia
h) 150 x 150 x 100 mm dia
Nos
22.20
23.10
C.I.A.S Tee(class-10)
C.I.P.E. Reducer(class-5/10)
C.I.P.E Bend(class-5/10)
0
c)80 mm 22.50
d)100 mm 90
f)100 mm 22.5
7.40
0.00
49.80
a)150 mm 900
19.00
0.00
49.80
b)150 mm 45
17.50
0.00
49.80
c)150 mm 22.50
12.30
0.00
49.80
d)200 mm 90
32.50
0.00
49.80
e)200 mm 450
27.50
0.00
49.80
20.00
0.00
49.80
a)200 mm 22.50
41.50
0.00
49.80
b)250 mm 90
81.50
0.00
49.80
c)250 mm 450
66.00
0.00
49.80
58.00
0.00
49.80
7.40
9.00
14.30
0.00
0.00
0.00
49.80
49.80
49.80
39.00
53.00
0.00
0.00
49.80
49.80
f)200 mm 22.5
6
26.00
35.40
C.I.D.S Bend(class-5/10)
d)250 mm 22.5
a) 80 mm dia
b) 100 mm dia
c) 150 mm dia
a) 200 mm dia
b) 250 mm dia
Tapadyuti/usd
284635532.xls
9
Tapadyuti/usd
37.00
62.00
0.00
0.00
49.80
49.80
284635532.xls
8
12
10
11
a) 80 mm dia
b) 100 mm dia
c) 150 mm dia
d) 200 mm dia
e) 250 mm dia
a)150 mm dia
a) 200 mm dia
b) 250 mm dia
12
13
C.I.D.T joints
a) 80 mm dia
b) 100 mm dia
c) 150 mm dia
d) 200 mm dia
a) 80 mm dia
b) 100 mm dia
c) 150 mm dia
d) 200 mm dia
8
7
2
0.00
0.00
0.00
49.80
49.80
49.80
20
2
1205.00
2145.00
1560.00
2185.00
3375.00
5425.00
10125.00
1553.00
1876.00
2259.00
70.00
91.00
156.00
305.00
211.00
255.00
396.00
619.00
1385.00
2769.00
3630.00
Sub-Assistant Engineer
Tapadyuti/usd
Assistant Eng
284635532.xls
Ulubeia Sub-Division, PHE Dte.
Tapadyuti/usd
Ulubeia Sub-Divisio
284635532.xls
unit
amount
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
kg
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
kg
0.00
kg
kg
kg
kg
0.00
0.00
0.00
0.00
kg
0.00
kg
0.00
kg
kg
kg
0.00
0.00
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
0.00
kg
kg
kg
0.00
0.00
0.00
kg
kg
0.00
0.00
Tapadyuti/usd
284635532.xls
kg
kg
0.00
0.00
Tapadyuti/usd
284635532.xls
mtr
mtr
mtr
0.00
0.00
0.00
set
set
24100.00
4290.00
each
each
each
each
each
0.00
0.00
0.00
0.00
0.00
mtr
mtr
0.00
0.00
0.00
mtr
mtr
mtr
mtr
0.00
0.00
0.00
0.00
set
set
set
set
0.00
0.00
0.00
0.00
each
0.00
each
0.00
each
0.00
Total Rs
28390.00
our Cost=
rial Cost=
Total=
gency 2%=
Grand Total=
Say Rs=
0.00
28390.00
28390.00
567.80
28957.80
28958.00
Assistant Engineer
Tapadyuti/usd
284635532.xls
Tapadyuti/usd
cost of Material
Sl
items
DI pipe k9--
qnty
Rate
unit
amount
b)150 mm dia
1595.00
0.00
c)125 mm dia
1312.00
0.00
49.80
kg
0.00
49.80
kg
0.00
80 x 80 x 80 mm dia.@ 9.7kg x 2
49.80
kg
0.00
49.80
kg
0.00
49.80
kg
0.00
200x150mm dia@17.9 x 1
49.80
kg
0.00
A)80mm dia.
1560.00
each
0.00
B)100mm dia
2185.00
each
0.00
C)150mm dia.
3375.00
each
0.00
51.55
kg
0.00
51.55
kg
0.00
51.55
kg
0.00
A)80mm dia
211.00
each
0.00
b)100mm dia
255.00
each
0.00
c)125 mm dia
396.00
each
0.00
d)150 mm dia
619.00
each
0.00
70.00
each
0.00
91.00
each
0.00
156.00
each
0.00
156.00
each
0.00
0.00
a) 150 mm dia
35.00
b) 125 mm dia
cost of CI special
0.00
30.00
0.00
49.80
Kg
0.00
0.00
TOTAL
ABSTRACT OF COST
LABOUR COST
MATERIAL COST
RS
RS
582962.01
total
ADD CONTINGENCY
2%=
TOTAL
SAY
RS
RS
582962.01
11659.24
RS
RS
594621.25
594620.00
Tapadyuti/usd
0.00
Tapadyuti/usd
Assistant Engineer,
uluberia sub -Division,PHE dte.
284635532.xls
cost of Material
Sl
1
items
C.I.D.S Bend(class-5/10)
10
Nos
Total Qnty.
Rate
unit
amount
a)100 mm 900
24.00
49.80
kg
0.00
b)100 mm 450
24.00
49.80
kg
0.00
c)100 mm 22.50
21.00
49.80
kg
0.00
67.00
49.80
kg
0.00
62.00
49.80
kg
0.00
53.00
49.80
kg
0.00
135.00
49.80
kg
0.00
121.00
49.80
kg
0.00
100.00
49.80
kg
0.00
a)80 mm 900
7.60
49.80
kg
0.00
b)80 mm 450
7.70
49.80
kg
0.00
c)80 mm 22.50
5.70
49.80
kg
0.00
d)100 mm 900
10.30
49.80
kg
0.00
e)100 mm 450
10.00
49.80
kg
0.00
7.40
49.80
kg
0.00
a)150 mm 900
19.00
49.80
kg
0.00
b)150 mm 450
17.50
49.80
kg
0.00
c)150 mm 22.50
12.30
49.80
kg
0.00
d)200 mm 900
32.50
49.80
kg
0.00
e)200 mm 450
27.50
49.80
kg
0.00
f)200 mm 22.50
C.I.D.F Bend
20.00
49.80
kg
0.00
16.30
32.6
49.80
kg
1623.48
49.80
kg
0.00
9.70
12.10
13.50
22.20
23.10
26.00
38.30
41.40
44.90
0
0
0
0
0
0
0
0
0
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
49.80
kg
kg
kg
kg
kg
kg
kg
kg
kg
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
81.00
159.00
0
0
49.80
49.80
kg
kg
0.00
0.00
8.30
11.10
12.10
15.00
17.90
0
0
0
0
0
49.80
49.80
49.80
49.80
49.80
kg
kg
kg
kg
kg
0.00
0.00
0.00
0.00
0.00
73.00
51.00
84.00
0
0
0
49.80
49.80
49.80
kg
kg
kg
0.00
0.00
0.00
7.40
9.00
14.30
19.70
0
0
0
0
49.80
49.80
49.80
49.80
kg
kg
kg
kg
0.00
0.00
0.00
0.00
39.00
68.00
0
0
49.80
49.80
kg
kg
0.00
0.00
37.00
79.00
0
0
49.80
49.80
kg
kg
0.00
0.00
f)100 mm 22.50
Kg
c)100 mm 22.50
C.I.P.E. Tee (class-5/10)
a) 80 x 80 x 80 mm dia
b) 100 x 100 x 80 mm dia
c) 100 x 100 x 100 mm dia
d) 150 x 150 x 80 mm dia
e) 150 x 150 x 100 mm dia
f) 150 x 150 x 150 mm dia
g) 200 x 200 x 100 mm dia
g) 200 x 200 x 150 mm dia
h) 200 x 200 x 200 mm dia
C.I.A.S Tee(class-10)
a) 200 x 200 x 200 mm dia
b) 300 x 300 x 300 mm dia
C.I.P.E. Reducer(class-5/10)
a) 100 x 80 mm dia
b) 150 x 80 mm dia
c) 150 x 100 mm dia
d) 200 x 100 mm dia
e) 200 x 150 mm dia
C.I.D.S Reducer (class-10)
a) 200 x 100 mm dia
b) 200 x 150 mm dia
c) 300 x 200 mm dia
C.I Flenged Adopter
a) 80 mm dia
b) 100 mm dia
c) 150 mm dia
d)200 mm dia
Flange spigot T.P
a) 200 mm dia
b) 300 mm dia
Flanged Socket T.P.
a) 200 mm dia
b) 300 mm dia
Sluice valve (PN-1) with cap(Upadhaya)
a) 80 mm dia
b) 100 mm dia
c) 150 mm dia
d) 200 mm dia
e) 250 mm dia
Total Rs
Tapadyuti/usd
1375.00
1835.00
2750.00
5425.00
10125.00
each
each
each
each
each
0.00
0.00
0.00
0.00
0.00
1623.48
284635532.xls
Tapadyuti/usd