Rates For Rate Analysis Excel Format

Government of West Bengal.
Office of the Assistant Engineer, Uluberia-Sub Division, PHE Dte.

Khadinan, Bagnan, Howrah.
CARRIAGE
Sl Description of items Qty Rate Unit Amount
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 MT 0.00
ii) 3- 6 MT (for 5.1 MT) 109.00 MT 0.00
iii)6-10 MT 87.00 MT 0.00
iv) Above 10 MT 70.00 MT 0.00
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 MT 0.00
c) A.C pressure pipes of any class of any standard length
i) 80 mm dia 2.35 each 0.00
ii) 100 mm dia 3.60 each 0.00
iii) 125 mm dia 4.70 each 0.00
iv) 150 mm dia 7.25 each 0.00
v) 200 mm dia 14.30 each 0.00
2 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 LS/Mt 0.00
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 MT/KM 0.00
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part
IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part
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 176.65 %M
II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part 47.00
thereof) carriage beyond 5 KM and upto 10 KM %M
III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part 7.90
thereof) carriage beyond 10 KM and upto 25 KM
%M/Km
thereof) carriage beyond 25 KM and upto 50KM 6.70 %M/Km
V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part 6.10
thereof) carriage beyond 50 KM and upto 10 KM %M/Km
c) A.C pressure pipes of any class(100 mm dia A.C pressure pipes of any class)
%M/Km
d) A.C pressure pipes of any class(125 mm dia A.C pressure pipes of any class)
%M/Km
Sl Description of items Qty Rate Unit Amount
e) A.C pressure pipes of any class(150 mm dia A.C pressure pipes of any class)
%M/Km
f) A.C pressure pipes of any class(200 mm dia A.C pressure pipes of any class)
%M/Km
3 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
a) CI/MS/DI /GI pipes &specials valves and appurtinances etc
i) Distance carriage not exceeding 02 KM 116.00 mt

ii) Distance carriage exceeding 02 KM but not exceeding 5 km, for each
additional 1 km or part thereof 35.00 mt/km
b) A.C pressure pipes of any class
1) Distance carriage not exceeding 02 KM
i) 80 mm dia 6.00 each
ii) 100 mm dia 7.50 each
iii) 125 mm dia 9.40 each
iv) 150 mm dia 11.70 each
v) 200 mm dia 18.30 each
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 each/km
ii) 100 mm dia 1.40 each/km
iii) 125 mm dia 1.80 each/km
iv) 150 mm dia 2.20 each/km
v) 200 mm dia 3.40 each/km
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 each/km
ii) 100 mm dia 0.90 each/km
iii) 125 mm dia 1.10 each/km
iv) 150 mm dia 1.40 each/km
v) 200 mm dia 2.20 each/km
721514987.xls
Sl ref page Description of items

no Qty Rate Unit Amount
1 Pn-1 Earth work in excavation of foundation trenches or drains or septic tank-soak well etc. in all
itm-1(a) 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
a) Depth of excavation not exceeding 1.5 M. 9221.30 %m3 0.00

2 Pn-1 Earth work in filling in foundation or plinth with good earth in layers not exceeding 15cm
itm-2(a) 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.
5949.40 %m3 0.00
3 cutting through metal road or passage as per required section including refilling, watering,
ramming complete as per direction of EIC 52.40 cu.m 0.00
4 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 )
a)80 mm diameter(with cap) 41.70 each

b)100mm diameter(with cap) 63.00 each 0.00
c)150mm diameter(with cap) 79.80 each 0.00
a)200 mm diameter(with cap) 136.00 each 0.00
b)250 mm diameter(with cap) 198.00 each 0.00
5 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.
e) 80 mm dia 10335.00 each 0.00

d) 100 mm dia 11220.00 each 0.00
c) 150 mm dia 11220.00 each 0.00
b)200mm diameter. 12707.00 each 0.00
a)250mm. diameter. 13328.00 each 0.00
6 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)
A) 80MM X 80mm X 80mm(class-5) 10.80 each 0.00

b) 100 x 100mm x 80mm (class-5) 13.50 each 0.00
c)100 x 100mm x 100mm (class-5) 15.10 each 0.00
d)150mm.X 150mm. X80mm(class-5) 24.80 each 0.00
e)150 x 150mm x 100mm (class-5) 25.80 each 0.00
f)150 x 150mm x 150mm (class-5) 29.10 each 0.00
g)200 x 200mm x 100mm (class-5) 40.70 each 0.00
h)200 x 200mm x 200mm (class-5) 51.40 each 0.00
h)250 x 250mm x 250mm (class-5) 1 73.85 each 73.85
7 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)
a) 250 mm dia 39.80 m 0.00

b) 200 mm dia 39.80 m 0.00
c) 150 mm dia 17.00 m 0.00
d) 100 mm dia 9.50 m 0.00
Tapadyuti/usd/721514987.xls
721514987.xls

e) 80 mm dia 7.20 m 0.00
721514987.xls

8 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)
100x80 mm. dia. (Class-5) 9.30 each 0.00

200x125 mm. dia (Class-5) 18.20 each 0.00
200x125 mm. dia (Class-10) 19.40 each 0.00
200x150 mm. dia.(Class-5) 20.00 each 0.00
200x150 mm. dia.(Class-10) 21.00 each 0.00
9 Providing in alligmment laying double socket/socket & spigot CI Bends(I: 1538/1993) of
following dia. Including cutting trenches upto deapth so as to maintain-I(one) mtr.earth
cushion from top of pipe upto GI in any kind of soil,carraige of pipes from local store with in
the scheme aerea/head works site store to pin-point site & back carraige of escess materials
to head work site store.refilling the trenches including dewatering trenches etc. all complete
as per direction of EIC
(Earth work in exacavation, reffiling the trenches as per specification & jointing of pipes to be
measured & paid for seperately) (bends will be supplied departly,free of cost)
a) 200mm x 900 75.00 each 0.00

b) 200mm x 450 69.40 each 0.00
c)200mm x 22.50 59.30 each 0.00
d) 250mm x 900 109.70 each 0.00
e)250mm x 450 99.60 each 0.00
f) 250mm x 22.50 83.90 each 0.00
721514987.xls

10 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)
a) 200mm x 200mm x 80mm 75.00 each 0.00

b) 250mm x 250mm x 80mm 105.20 each 0.00
c) 250mm x 250mm x 250mm 129.80 each 0.00
11 cuting holes in bricks wall & subsequent mending of damages
a)diameter up to 15cm. 83.04 m 0.00
b) diameter above 15cm. & up to 30cm. 122.51 m 0.00
c) diameter above 30cm. & up to 45cm. 190.64 m 0.00
14 Pn-2 testing hydraulically all classes,all types of complete pipe lines for a specified head of water in
itm-5 sections including supply of necessary equipments,gauge &othe testing tools,required water &
laborers etc. all complete as per specification 7 direction of EIC
a)40mm to 125 mm diameter. 335.20 %m 0.00

b)150mm to 300mm diameter. 369.70 %m 0.00
13 supply of bleaching powder (25kg/bag) 50.00 Kg 0.00
99 supply of bleaching powder (25kg/bag) 879.00 bag 0.00
12 Pn-2 washing ,cleaning and disinfecting of all complete pipe lines with chlorinated water with at
itm-6 least chlorine does of 5 mg/liter of water as per specification and direction of the
EIC(bleaching powder will be supplied departly,free of cost)
a)40mm to 125 mm diameter. 84.30 %m 0.00

b)150m to 300 mmdiameter) 129.30 %m 0.00
17 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)
a) 80 mm diameter 384.40 m 0.00

b) 100mm diameter 384.40 m 0.00
c) 150mm diameter 492.80 m 0.00
d) 200 mm diameter 492.80 m 0.00
15 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 maintain-
i(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)
a) 200m x 100 mm 42.00 each 0.00

b) 200mm x 150 mm 41.40 each 0.00
c) 250mm x 200 mm 56.50 each 0.00
d) 150mm x 80mm 22.40 each 0.00
721514987.xls

18 providing in aligmment & laying CI Flaned socket TP (IS;1538/1993) of following dia. Including
cuting trenches upto deapth so as to maintain -Ione) 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 area/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 separately) ( socket will be supplied departly,free of cost)
80 mm.dia. 14.50 m 0.00

100 mm.dia. 17.90 m 0.00
125 mm.dia. 22.40 m 0.00
150 mm.dia. 29.10 m 0.00
200 mm.dia. 41.40 m 0.00
250 mm.dia. 69.40 m 0.00
300 mm.dia. 88.40 m 0.00
350 mm.dia. 111.90 m 0.00
400 mm.dia. 137.60 m 0.00
19 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)
80 mm.dia. 13.4 m 0.00

100 mm.dia. 15.7 m 0.00
125 mm.dia. 21.3 m 0.00
150 mm.dia. 25.70 m 0.00
200 mm.dia. 43.60 m 0.00
250 mm.dia. 59.30 m 0.00
300 mm.dia. 76.10 m 0.00
350 mm.dia. 95.10 m 0.00
400 mm.dia. 116.40 m 0.00
20 p-26 BLANK FLANGED (DUCKTILE IRON) [IS:9523/2000]
Providing in aligmment & laying in trenches BLANK FLANGED (DUCTAIL IRON) 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
direction of EIC(earth work in excavation,refilling the trenches as per specification & jointing
of pipes to be measured & paid for separately) ( BLANK FLANGED (DUCTAIL IRON) will be
supplied departly,free of cost)
80 mm.dia. 4.40 mtr 0.00

100 mm.dia. 5.40 mtr 0.00
150 mm.dia. 9.10 mtr 0.00
200 mm.dia. 12.80 mtr 0.00
250 mm dia 18.60 mtr 0.00
Cutting through metteled road or passage as per required section including
refelling watering ramming complete as per directin of EIC 52.40 Cu.M 0.00
21 p-1 cutting cast iron pipes, rendering the surface smooth to make suitable for rubber gasket, lead
itm-3 joint as per direction of EIC the following nominal diameters
a) 100 mm dia 22.00 each 0.00
a) 150 mm dia 32.50 each 0.00
b) 200 mm dia 43.00 each 0.00
b) 250 mm dia 54.30 each 0.00
721514987.xls

22 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)
a) 80 mm diameter 6.00 each 0.00

b)100 mm diameter 7.10 each 0.00
c) 150mm diameter 10.90 each 0.00
d) 200 mm diameter 14.20 each 0.00
10 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).
80 mm.dia. with lead 1.875 Kg. and spun yarn 0.10 Kg. 77.00 each 0.00
24 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)
a) 80 mm diameter 38.00 set 0.00

b) 100 mm diameter 52.60 set 0.00
c) 150mm diameter 61.15 set 0.00
d) 200 mm diameter 62.60 set 0.00
c) 250mm diameter set 0.00
25 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 0.00

b) 100 mm dia 26.40 each 0.00
c) 125 mm dia 28.90 each 0.00
d) 150 mm dia 31.70 each 0.00
a) 200 mm dia 36.50 each 0.00
b) 250 mm dia 41.40 each 0.00
721514987.xls

26 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)
a) 80 mm dia 19.80 each 0.00

b) 100 mm dia 19.80 each 0.00
c) 125 mm dia 19.80 each 0.00
d) 150 mm dia 19.80 each 0.00
a) 200 mm dia 19.80 each 0.00
b) 250 mm dia 24.90 each 0.00
27 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)
a) 150 mm dia. With lead of 3.75kg and spun yarn 0.20kg 544.30 each 0.00
a) 200 mm dia. With lead of 5.oo kg and spun yarn 0.30kg 736.00 each 0.00
b) 250 mm dia with lead of 6.25 kg and spun yarn 0.35kg 917.20 each 0.00
28 supplying Alinging & laying of UPVC/PVC pipes (Clsass-III, P.N.-6kg/cm2 ) Special, valves
including cutting trenches upto the depth (average) so as to maintain 1(one) meter earth
cushion from top of the pipe up to G.L. in any kind of soil and jointing with solvents cement
joints with supply of jointing materials including cutting of pipes to required sizes &
smoothening the cut and to make it suitable for solvent joint, reffling the trenches with the
earth obtained from excavated the trenches including dewatering trenches, carriege of pipes
from local store within the scheme area/ Head works site store etc. all complete as pe
dierection of EIC.
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.
a) 63 mm dia (OD) class-III 150.00 m 0.00

b) 75 mm dia (OD) class-III 205.00 m 0.00
c) 90 mm dia (OD) class-III 260.00 m 0.00
d) 110 mm dia (OD) class-III 360.00 m 0.00
e) 125 mm dia (OD) class-III 440.00 m 0.00
f) 140 mm dia (OD) class-III 511.00 m 0.00
g) 160 mm dia (OD) class-III 635.00 m 0.00
h) 180 mm dia (OD) class-III 785.00 m 0.00
i) 200 mm dia (OD) class-III 951.00 m 0.00
j) 225 mm dia (OD) class-III 1181.00 m 0.00
k) 250 mm dia (OD) class-III 1427.00 m 0.00
l) 280 mm dia (OD) class-III 1750.00 m 0.00
m) 315 mm dia (OD) class-III 2196.00 m 0.00
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)
b) 80mm dia (N0n-Tata medium quality) 672.80 m 0.00

a) 100 mm dia medium (Non-Tata medium quality) 947.20 m 0.00
c) 125 mm dia medium (Non-Tata medium quality) 1297.10 m 0.00
721514987.xls

30 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
80 mm dia light quality 699.00 m 0.00

80 mm dia medium quality 841.00 m 0.00
100 mm dia heavy quality 1363.00 m 0.00
a) 100mm dia. medium quality 1184.00 m 0.00
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 663.20 m 0.00

b) 100 mm dia 933.60 m 0.00
c) 150 mm dia 1412.80 m 0.00
d) 200 mm dia m 0.00
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 m 0.00

a) 100 mm dia medium (Tata medium quality) 1167.00 m 0.00
b) 80 mm dia (Tata medium quality) 829.00 m 0.00
38 Supply of G.I pipes of TATA make including necessary sockets-
medium quality
a) 80 mm diameter 624.00 m 0.00
b) 100 mm dia 887.00 m 0.00
39 Supply G.I. pipe of non Tata make but ISI marked including necessary socket
(Medium quality).
a) 80 mm dia 499.20 m 0.00
34 Supply of G.I union
a)10mm 1031.00 each 0.00
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)
a) 80 mm diameter 5.60 m 0.00

b) 100 mm diameter 7.10 m 0.00
c) 150mm diameter 11.40 m 0.00
d) 200 mm diameter 0 18.30 m 0.00
721514987.xls

33 p-1 C.I.S.S(CLASS-A) PIPE[I:S- 1536/1989]
Providing in aigment & laying in trenches CAST IRON(SPUN) SOCKET AND SPIGOT
PIPES,CLASS-A(IS; 1536/1989) 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, 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)
200 mm dia 43.40 m 0.00

59 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)
80 mm.dia. 16.50 /Mtr 0.00

100 mm.dia. 20.90 /Mtr 0.00
125 mm.dia. 27.00 /Mtr 0.00
150 mm.dia. 33.70 /Mtr 0.00
200 mm.dia. 48.70 /Mtr 0.00
250 mm.dia. 65.40 /Mtr 0.00
300 mm.dia. 84.20 /Mtr 0.00
35 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.
4172.00 Each 0.00
36 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
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 trenches as per specification & jointing of pipes to be
measured & paid for seperately)
(Pipes will be supplied departly, free of cost)
A) 80 mm dia 13.00 mtr 0.00

a)100 mm dia 15.80 mtr 0.00
a) 125 mm dia 19.70 mtr 0.00
b) 150mm dia. 25.40 mtr 0.00
c) 200 mm dia 32.30 mtr 0.00
d) 250 mm dia 42.90 mtr 0.00
33 DUCTAIL IRON(D.I) PIPE K-7[IS: 8329/2000]
providing in alignment & laying in trenches DI pipe -k7[IS; 8329/2000] 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 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 trenches as per specification & jointing of pipes to be
measured & paid for seperately)
(Pipes will be supplied departly, free of cost)
80 mm dia 11.30 mtr 0.00

a) 100 mm dia 13.80 mtr 0.00
125 mm dia 17.10 mtr 0.00
b) 150 mm dia 20.40 mtr 0.00
c) 200 mm dia 26.80 mtr 0.00
d) 250 mm dia 35.10 mtr 0.00
721514987.xls

40 WITHDRAWING OF EXISTING PIPE
Withdrawing exixting pipe line of all kind & class of pipes specials, valves including opening of
all kinds of joints carefully from excavated trenches along the alignment including stacking
pipes specials etc. within a lead of 75m as directed by EIC of folowing nominal dia.
Earth work in excavation to be measured and paid for saperately
Carriage of materials from work to departmental store to be measured and paid for separately
as per this circle rate.
a) 80mm dia 8.75 m 0.00

b) 100 mm dia 11.05 m 0.00
c) 125 mm dia 14.40 m 0.00
d) 150mm dia 17.90 m 0.00
12 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.
43.24 sq.m 0.00

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)
10.80 m 0.00
41 p-29/35 FLANGED SOCKET.(MECHANICAL JOINT) [IS:13382/1992]
Providing in alignment and laying in trenches FLANGED SOCKET for MECHANICAL JOINT
(Complete set) of following dia including cutting trenches upto the deapth so as to maintain-I
(one) mtr. Earth cushion from the top of the specials upto G.L in any kind of soil, carriage of
specials from local store with in the scheme area/Head works site store, to pin point & 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)
(FLANGED SOCKET.(MECHANICAL JOINT) will be supplied departmentally free of cost)
a) 80 mm diameter 17.90 each 0.00

b) 100 mm diameter 21.30 each 0.00
c) 125 mm dia 24.60 each 0.00
d) 150mm diameter 33.60 each 0.00
e) 200 mm diameter 45.90 each 0.00
f) 250 mm dia 60.40 each 0.00
13 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)
a) 80mm dia 900 8.50 each 0.00

b) 80mm dia 450 8.60 each 0.00
c) 80mm dia 22.50 6.40 each 0.00
d) 100mm dia 900 11.50 each 0.00
e) 100mm dia 450 11.20 each 0.00
f) 100mm dia 22.50 8.30 each 0.00
g) 150mm dia 900 21.30 each 0.00
h) 150mm dia 450 19.60 each 0.00
i) 150mm dia 22.50 13.80 each 0.00
j) 200mm dia 900 36.40 each 0.00
k) 200mm dia 450 30.80 each 0.00
l) 200mm dia 22.50 22.40 each 0.00
j) 250mm dia 900 54.40 each 0.00
k) 250mm dia 450 45.90 each 0.00
l) 250mm dia 22.50 31.30 each 0.00
721514987.xls

42 p-30/38 D/S BEND (MECHANICAL JOINT) [IS;13382/1992]
Providing in alignment and laying in trenches D/S BEND for MECHANICAL
JOINT( Complete set) 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, carrriage of specials from local store within the scheme area/Head work
site store, to Pin point site & back carrriage of excess materials to Head work 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
(D/S BEND.(MECHANICAL JOINT) will be supplied departmentally free of cost)
80 mm.dia. x 90˚̊ 24.60 Each 0.00

80 mm.dia. x 45˚̊ 22.40 Each 0.00
80 mm.dia. x 22.5˚̊ 21.30 Each 0.00
80 mm.dia. x 11 1/4˚̊ 21.30 Each 0.00
100 mm.dia. x 90˚̊ 30.20 Each 0.00
100 mm.dia. x 45˚̊ 28.00 Each 0.00
100 mm.dia. x 22.5˚̊ 26.90 Each 0.00
100 mm.dia. x 11 1/4˚̊ 26.90 Each 0.00
125 mm.dia. x 90˚̊ 40.30 Each 0.00
125 mm.dia. x 45˚̊ 35.80 Each 0.00
125 mm.dia. x 22.5˚̊ 33.60 Each 0.00
125 mm.dia. 11 1/4˚̊ 32.45 Each 0.00
150 mm.dia. x 90˚̊ 50.35 Each 0.00
150 mm.dia. x 45˚̊ 44.80 Each 0.00
150 mm.dia. x 22.5˚̊ 42.50 Each 0.00
150 mm.dia. x 11 1/4˚̊ 40.30 Each 0.00
200 mm.dia. x 90˚̊ 75.00 Each 0.00
200 mm.dia. x 45˚̊ 64.90 Each 0.00
200 mm.dia. x 22.5˚̊ 59.30 Each 0.00
200 mm.dia. x 11 1/4˚̊ 55.95 Each 0.00
250 mm.dia. x 90˚̊ 107.40 Each 0.00
250 mm.dia. x 45˚̊ 89.50 Each 0.00
250 mm.dia. x 22.5˚̊ 80.60 Each 0.00
250 mm.dia. x 11 1/4˚̊ 76.10 Each 0.00
300 mm.dia. x 90˚̊ 149.00 Each 0.00
300 mm.dia. x 45˚̊ 125.30 Each 0.00
300 mm.dia. x 22.5˚̊ 110.80 Each 0.00
300 mm.dia. x 11 1/4˚̊ 110.80 Each 0.00
350 mm.dia. x 90˚̊ 205.90 Each 0.00
350 mm.dia. x 45˚̊ 166.70 Each 0.00
350 mm.dia. x 22.5˚̊ 146.60 Each 0.00
350 mm.dia. x 11 1/4˚̊ 135.40 Each 0.00
721514987.xls

43 pn-8 C.I.D.F BEND
itm-2(c) & Providing in alignment and laying in trenches the Cast iron double Flanged Bends (IS:
2 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
(BEND will be supplied departmentally free of cost)
a) 80mm dia 900 14.50 each 0.00

b) 80mm dia 450 15.70 each 0.00
d) 100mm dia 900 19.00 each 0.00
e) 100mm dia 450 20.10 each 0.00
d) 125mm dia 900 25.70 each 0.00
e) 125 mm dia 450 28.00 each 0.00
g) 150mm dia 900 34.70 each 0.00
h) 150mm dia 450 38.00 each 0.00
j) 200mm dia 900 54.80 each 0.00
k) 200mm dia 450 60.40 each 0.00
44 p-10 C.I.Duck Foot Bend
Providing in allignment and laying Cast Iron Duck Foot Bends of following dia(medium class)
(IS: 1538/1993) including carriage of pipes & specials 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
a) 80mm dia 900 23.50 each 0.00

d) 100mm dia 900 29.10 each 0.00
d) 125mm dia 900 40.30 each 0.00
g) 150mm dia 900 52.60 each 0.00
j) 200mm dia 900 82.80 each 0.00
j) 250mm dia 900 124.20 each 0.00
45 p-11 C.I.A.F TEE
itm-6(c) 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
direction of E.I.C
(TEES will be supplied departmentally free of cost)
80x80x80 mm. dia. 23.50 each 0.00

100x100x80 mm. dia. 28.00 each 0.00
100x100x100 mm. dia. 29.10 each 0.00
125x125x80 mm. dia. 35.80 each 0.00
125x125x100 mm. dia. 38.00 each 0.00
125x125x125 mm. dia. 40.30 each 0.00
150x150x80 mm. dia 45.90 each 0.00
150x150x100 mm. dia. 47.00 each 0.00
150x150x125 mm. dia. 50.30 each 0.00
150x150x150x mm. dia 52.30 each 0.00
200x200x80 mm. dia. 69.40 each 0.00
200x200x100 mm. dia. 70.50 each 0.00
200x200x125 mm. dia. 73.80 each 0.00
200x200x150 mm. dia. 76.10 each 0.00
200x200x200 mm. dia. 82.80 each 0.00
250x250x80 mm. dia. 99.60 each 0.00
250x250x100 mm. dia. 100.70 each 0.00
250x250x125 mm. dia. 104.10 each 0.00
721514987.xls

56 Pn-31 A/S. TEE-D/S. BRANCH FLANGED TEE (MECHANICAL JOINTS) [ IS: 13382/1992]
itm-39 Proving in allignment and laying in trenches A/S. TEE-D/S. BRANCH FLANGED TEE for
MECHANICAL JOINT ( complete set) 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
(A/S. TEE-D/S. BRANCH FLANGED TEE { MECHANICAL JOINT } will be supplied departmentally
free of cost)

57 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.
(C.I.COLLARS. will be supplied departmentally free of cost)
a)150 mm dia. 31.30 each 0.00

58 P-30 C.I. COLLARS.Mechanical joint
Providing in allignment and laying in trenches C.I. COLLARS (IS: 13382/1992) 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.
(C.I.COLLARS[MECHANICAL JOINTS]. will be supplied departmentally free of cost)
a) 80mm dia 25.70 m 0.00

b) 100 mm dia 31.30 m 0.00
c) 125 mm dia 39.20 m 0.00
d) 150mm dia 49.20 m 0.00
e) 200 mm diameter 69.40 m 0.00
f) 250 mm dia 95.10 m 0.00
60 D/F Concentic Tapper (Ducktail Iron) [IS: 9523/2000]
Providing in allignment& laying in trenches D/F CONCENTRIC TAPPER(DUCTILE IRON) with
screw flanged of the Following 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.
(PTAPPERS will be supplied departmentally free of cost)
A) 100 X 80 MM DIA 10.40 each 0.00

B) 200 x 150 mm dia 24.50 each 0.00
c) 250 x 200 mm dia 33.00 each 0.00
77 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)
a) 150 mm dia 19.80 each 0.00

b) 250 mm dia 24.90 each 0.00
16 p-
347/11/ Painting with ready mixed Black Japan of approved make and brand including smoothening
b surface
b) Two coats 44.54 sq.m 0.00
47 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) 43.77 Cum 0.00
721514987.xls

48 Pn-319 Plaster (to wall, floor,celling etc) with sand and cement mortar including rounding off or
PWD(Bld) chamfering corners as directed and raking out joints including throating, noising and drip
itm-2i(b) course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over
concrete surface]
I) With 1:6 cement mortar
b) 20 mm thick plaster 137.23 sq.m 0.00

49 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
264.31 sq.m 0.00
50 Pn-323 Neat cement punning about 1.5 mm thick in wall, dado window, sills, floor, drain, etc
PWD(Bld) Note- Cement 0.152 cu.m per 100 sq.m
itm-8
28.51 sq.m 0.00
51 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 5675.32 Cu.M 0.00

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 30.93 sq.m 0.00

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 582.16 Cu.M 0.00

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
) a) in ground floor including roof
itm-1(a)
276.64 cu.m 0.00
55 Cement concrete with graded jhama khoa (30mm size) excluding shuttering,
In ground floor and foundation
(a) 1:3:6 proportion 4766.00 Cu.M 0.00
6 !st class brick work in cement morter (4:1)infoundation plinth & steps as per
specfication 5303.00 cum 0.00
56 P-69 Brick work with 1st class bricks in cement morter (1:6)
PWD (Bld) b) in superstructure, ground floor
itm-22(b)
5947.00 cu.m 0.00
57 p-167 M.S works in brakets made from flats, angles, tees etc. to sizes specially bent, twisted, forged,
itm-26 making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws
etc.
6887.19 qntl 0.00
58 p-163/21 supplying, fitting, fixing bolts with nuts, washer
i) 10 to 16 mm dia
a) length upto 75 mm 80.70 kg 0.00
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 64249.10 %m 0.00
total 73.85
721514987.xls
Cost of Material
Sl items Nos Kg Total Qnty. Rate/unit unit amount
1 C.I.P.E. Tee (class-5/10)
a) 80 x 80 x 80 mm dia 9.70 0.00 49.80 kg 0.00
b) 100 x 100 x 80 mm dia 12.10 0.00 49.80 kg 0.00
c) 100 x 100 x 100 mm dia 13.50 0.00 49.80 kg 0.00
d) 125 x 125 x 80 mm dia 0.00 49.80 kg 0.00
e) 125 x 125 x 100 mm dia 0.00 49.80 kg 0.00
f) 125 x 125 x 125 mm dia 0.00 49.80 kg 0.00
g) 150 x 150 x 80 mm dia 22.20 0.00 49.80 kg 0.00
h) 150 x 150 x 100 mm dia 23.10 0.00 49.80 kg 0.00
i) 150 x 150 x 125 mm dia 0.00 49.80 kg 0.00
j) 150 x 150 x 150 mm dia 26.00 0.00 49.80 kg 0.00
k) 200 x 200 x 80 mm dia 35.40 0.00 49.80 kg 0.00
l) 200 x 200 x 100 mm dia 0.00 49.80 kg 0.00
m) 200 x 200 x 125 mm dia 0.00 49.80 kg 0.00
n) 200 x 200 x 150 mm dia(cl-10) 41.40 0.00 49.80 kg 0.00
o) 200 x 200 x 200 mm dia(cl-10) 45.90 0.00 49.80 kg 0.00
h) 250 x 250 x 250 mm dia 70.80 0.00 50.80 kg 0.00
2 C.I.A.S Tee(class-10)
a) 250 x 250 x 200 mm dia 81.00 0.00 49.80 kg 0.00
3 C.I.P.E. Reducer(class-5/10)
a) 100 x 80 mm dia 8.30 0.00 49.80 kg 0.00
c) 150 x 100 mm dia 12.10 0.00 49.80 kg 0.00
d) 200 x 100 mm dia 15.00 0.00 49.80 kg 0.00
e) 200 x 150 mm dia 17.90 0.00 49.80 kg 0.00
4 C.I.D.S Reducer (class-10)
a) 250 x 200 mm dia 72.00 0.00 49.80 kg 0.00
5 Supply of C.I.Duck .Foot Bend[IS:1538-1993]
a)150 mm 900 3 0.00 51.80 kg 0.00
6 Supply of C.I Blank Flanged[IS: 13382-1992]
a) 80 mm dia 3 0.00 49.80 kg 0.00
b) 150 mm dia 1 0.00 49.80 kg 0.00
c) 250 mm dia 1 0.00 49.80 kg 0.00
5 C.I.P.E Bend(class-5/10)
a)80 mm 900 7.60 0.00 49.80 kg 0.00
b)80 mm 45 0
7.70 0.00 49.80 kg 0.00
c)80 mm 22.50 5.70 0.00 49.80 kg 0.00
d)100 mm 90 0
10.30 0.00 49.80 kg 0.00
e)100 mm 450 10.00 0.00 49.80 kg 0.00
f)100 mm 22.5 0
7.40 0.00 49.80 kg 0.00
a)150 mm 900 19.00 0.00 49.80 kg 0.00
b)150 mm 45 0
17.50 0.00 49.80 kg 0.00
c)150 mm 22.50 12.30 0.00 49.80 kg 0.00
d)200 mm 90 0
32.50 0.00 49.80 kg 0.00
e)200 mm 450 27.50 0.00 49.80 kg 0.00
f)200 mm 22.50 20.00 0.00 49.80 kg 0.00
6 C.I.D.S Bend(class-5/10)
a)200 mm 22.50 41.50 0.00 49.80 kg 0.00
b)250 mm 90 0
81.50 0.00 49.80 kg 0.00
c)250 mm 450 66.00 0.00 49.80 kg 0.00
d)250 mm 22.5 0
58.00 0.00 49.80 kg 0.00
7 C.I Flanged Adopter
a) 80 mm dia 7.40 0.00 49.80 kg 0.00
b) 100 mm dia 9.00 0.00 49.80 kg 0.00
c) 150 mm dia 14.30 0.00 49.80 kg 0.00
8 Flange spigot T.P
a) 200 mm dia 39.00 0.00 49.80 kg 0.00
b) 250 mm dia 53.00 0.00 49.80 kg 0.00
Tapadyuti/usd
721514987.xls
9 Flanged Socket T.P.
a) 200 mm dia 37.00 0.00 49.80 kg 0.00
b) 250 mm dia 62.00 0.00 49.80 kg 0.00
Tapadyuti/usd
721514987.xls
8 Supply of CIDF Pipe
a) 150 mm dia x 0.6m 8 0.00 49.80 mtr 0.00
b) 150 mm dia x 1.0m 7 0.00 49.80 mtr 0.00
c) 250 mm dia x 0.6m 2 0.00 49.80 mtr 0.00
12 supplying of Different dia fexible Jeffe coupling with
rubber rings and stud bolt(complete set)
a) 150 mm dia 20 1205.00 set 24100.00
b) 250 mm dia 2 2145.00 set 4290.00
10 Sluice valve (PN-1) with cap
a) 80 mm dia 1560.00 each 0.00
b) 100 mm dia 2185.00 each 0.00
c) 150 mm dia 3375.00 each 0.00
d) 200 mm dia 5425.00 each 0.00
e) 250 mm dia 10125.00 each 0.00
11 Supply of D.I (k-7)pipe
a)150 mm dia 1553.00 0.00

a) 200 mm dia 1876.00 mtr 0.00
b) 250 mm dia 2259.00 mtr 0.00
12 Supply of A.C Pipe
a) 80 mm dia 70.00 mtr 0.00
b) 100 mm dia 91.00 mtr 0.00
c) 150 mm dia 156.00 mtr 0.00
d) 200 mm dia 305.00 mtr 0.00
13 C.I.D.T joints
a) 80 mm dia 211.00 set 0.00
b) 100 mm dia 255.00 set 0.00
c) 150 mm dia 396.00 set 0.00
d) 200 mm dia 619.00 set 0.00
Manufacture supply & delivery of C.I Mechanical joints

Double socket Bends of different dia As per table below (IS:
13382/2004) omplete set with sealing Gasket of SBR quality
as per IS: 12820/2004. Cast Iron Follower Gland and Mild
Steel, Nut Bolts duly galvanised and suitable for jointing with
CI/DI pipes including cost of materials, paking, forwarding,
loading, transportation, unloading & stacking at departmental
store. Third party inspection charge and all other charges &
Taxes complete as per direction of EIC. (ates are inclusive of
all types of Taxes viz. Excise duty/vat/inspection charge etc)
a) 150 mm dia Flexible coupling (as per design & specification) 1385.00 each 0.00
b) 250 mm dia Flexible coupling (as per design & specification) 2769.00 each 0.00
c) 300 mm dia Flexible coupling (as per design & specification) 3630.00 each 0.00
Total Rs 28390.00
Total Labour Cost= 0.00

Total Material Cost= 28390.00
Total= 28390.00
Add Contegency 2%= 567.80
Grand Total= 28957.80
Say Rs= 28958.00
Sub-Assistant Engineer Assistant Engineer
Tapadyuti/usd
721514987.xls
Ulubeia Sub-Division, PHE Dte. Ulubeia Sub-Division, PHE Dte.
Tapadyuti/usd
cost of Material
Sl items qnty Rate unit amount
1 DI pipe k9--
b)150 mm dia 1595.00 m 0.00
c)125 mm dia 1312.00 m 0.00
2 C.I.P.E Tee (class-5/10)(as per IS:5531/1988). =
150x150x150mm dia.@ 26.00 kg x 3 nos. 49.80 kg 0.00
100 x 100 x 100 mm dia @13.5kg x 2 nos 49.80 kg 0.00
80 x 80 x 80 mm dia.@ 9.7kg x 2 49.80 kg 0.00
3 C.I.P.E. REDUCER (CLASS-5/10)(as per IS:5531/88).
80 x 100 mm dia@ 8.30kg x 1 49.80 kg 0.00

150 x 100mm dia@12.7 kg x 1 49.80 kg 0.00
200x150mm dia@17.9 x 1 49.80 kg 0.00
4 Sluice Valve (PN-1) with cap (as per IS: 14846/2000). .
A)80mm dia. 1560.00 each 0.00

B)100mm dia 2185.00 each 0.00
C)150mm dia. 3375.00 each 0.00
5 C.I flenged Adopter (as per IS; 5531/1993).
80 mm dia @ 7.40 kg x 2 nos= 51.55 kg 0.00
100 mm dia @ 9.00 kg x2 nos= 51.55 kg 0.00
150mm dia @ 14.30 kg x 4 nos.= 51.55 kg 0.00
6 D.T joint (complete set) .
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
7 cost of pipe-
a) 80 mm dia A.c pipe 70.00 each 0.00
b) 100mm dia A.C pipe 91.00 each 0.00
c) 125mm dia A.C pipe 156.00 each 0.00
d)150 mm dia A.C pipe 156.00 each 0.00
8 supply of rubber gasket
200 mm dia 0.00
a) 150 mm dia 35.00 m 0.00
b) 125 mm dia 30.00 m 0.00
9 cost of CI special 49.80 Kg 0.00
TOTAL 0.00
ABSTRACT OF COST
LABOUR COST RS 582962.01
MATERIAL COST RS 0.00
total RS 582962.01
ADD CONTINGENCY RS 11659.24
2%=
TOTAL RS 594621.25
SAY RS 594621.00
(Fifteen lak fifteen thousand eight hundred eleven)
Tapadyuti/usd
Sub Assistant Engineer, Assistant Engineer,
Uluberia Sub-diision,PHE Dte. uluberia sub -Division,PHE dte.
Tapadyuti/usd
721514987.xls
cost of Material
Sl items Kg Nos Total Qnty. Rate unit amount
1 C.I.D.S Bend(class-5/10)
a)100 mm 900 24.00 0 49.80 kg 0.00
b)100 mm 450 24.00 0 49.80 kg 0.00
c)100 mm 22.50 21.00 0 49.80 kg 0.00
d)200 mm 900 (class-10) 67.00 0 49.80 kg 0.00
e)200 mm 450 (class-10) 62.00 0 49.80 kg 0.00
f)200 mm 22.50 (class-10) 53.00 0 49.80 kg 0.00
g)300 mm 900 (class-10) 135.00 0 49.80 kg 0.00
h)300 mm 450 (class-10) 121.00 0 49.80 kg 0.00
i)300 mm 22.50 (class-10) 100.00 0 49.80 kg 0.00
2 C.I.P.E Bend(class-5/10)
a)80 mm 900 7.60 0 49.80 kg 0.00
b)80 mm 450 7.70 0 49.80 kg 0.00
c)80 mm 22.50 5.70 0 49.80 kg 0.00
d)100 mm 900 10.30 0 49.80 kg 0.00
e)100 mm 450 10.00 0 49.80 kg 0.00
f)100 mm 22.50 7.40 0 49.80 kg 0.00
a)150 mm 900 19.00 0 49.80 kg 0.00
b)150 mm 450 17.50 0 49.80 kg 0.00
c)150 mm 22.50 12.30 0 49.80 kg 0.00
d)200 mm 900 32.50 0 49.80 kg 0.00
e)200 mm 450 27.50 0 49.80 kg 0.00
f)200 mm 22.50 20.00 0 49.80 kg 0.00
C.I.D.F Bend
d) 100mm dia 900 16.30 2 32.6 49.80 kg 1623.48
c)100 mm 22.50 4 0 49.80 kg 0.00
3 C.I.P.E. Tee (class-5/10)
a) 80 x 80 x 80 mm dia 9.70 0 49.80 kg 0.00
b) 100 x 100 x 80 mm dia 12.10 0 49.80 kg 0.00
c) 100 x 100 x 100 mm dia 13.50 0 49.80 kg 0.00
d) 150 x 150 x 80 mm dia 22.20 0 49.80 kg 0.00
e) 150 x 150 x 100 mm dia 23.10 0 49.80 kg 0.00
f) 150 x 150 x 150 mm dia 26.00 0 49.80 kg 0.00
g) 200 x 200 x 100 mm dia 38.30 0 49.80 kg 0.00
g) 200 x 200 x 150 mm dia 41.40 0 49.80 kg 0.00
h) 200 x 200 x 200 mm dia 44.90 0 49.80 kg 0.00
4 C.I.A.S Tee(class-10)
a) 200 x 200 x 200 mm dia 81.00 0 49.80 kg 0.00
b) 300 x 300 x 300 mm dia 159.00 0 49.80 kg 0.00
5 C.I.P.E. Reducer(class-5/10)
a) 100 x 80 mm dia 8.30 0 49.80 kg 0.00
b) 150 x 80 mm dia 11.10 0 49.80 kg 0.00
c) 150 x 100 mm dia 12.10 0 49.80 kg 0.00
d) 200 x 100 mm dia 15.00 0 49.80 kg 0.00
e) 200 x 150 mm dia 17.90 0 49.80 kg 0.00
6 C.I.D.S Reducer (class-10)
a) 200 x 100 mm dia 73.00 0 49.80 kg 0.00
b) 200 x 150 mm dia 51.00 0 49.80 kg 0.00
c) 300 x 200 mm dia 84.00 0 49.80 kg 0.00
7 C.I Flenged Adopter
a) 80 mm dia 7.40 0 49.80 kg 0.00
b) 100 mm dia 9.00 0 49.80 kg 0.00
c) 150 mm dia 14.30 0 49.80 kg 0.00
d)200 mm dia 19.70 0 49.80 kg 0.00
8 Flange spigot T.P
a) 200 mm dia 39.00 0 49.80 kg 0.00
b) 300 mm dia 68.00 0 49.80 kg 0.00
9 Flanged Socket T.P.
a) 200 mm dia 37.00 0 49.80 kg 0.00
b) 300 mm dia 79.00 0 49.80 kg 0.00
10 Sluice valve (PN-1) with cap(Upadhaya)
a) 80 mm dia 1375.00 each 0.00
b) 100 mm dia 1835.00 each 0.00
c) 150 mm dia 2750.00 each 0.00
d) 200 mm dia 5425.00 each 0.00
e) 250 mm dia 10125.00 each 0.00
Total Rs 1623.48
Tapadyuti/usd

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Government of West Bengal.

Office of the Assistant Engineer, Uluberia-Sub Division, PHE Dte.

a) CI/MS/DI /GI pipes specials valves etc.

a) CI/MS/DI /GI pipes &specials valves and appurtinances etc

i) Distance carriage not exceeding 02 KM 116.00 mt

Sl ref page Description of items

a) Depth of excavation not exceeding 1.5 M. 9221.30 %m3 0.00

a)80 mm diameter(with cap) 41.70 each

e) 80 mm dia 10335.00 each 0.00

A) 80MM X 80mm X 80mm(class-5) 10.80 each 0.00

a) 250 mm dia 39.80 m 0.00

Sl ref page Description of items

Sl ref page Description of items

100x80 mm. dia. (Class-5) 9.30 each 0.00

a) 200mm x 900 75.00 each 0.00

Sl ref page Description of items

a) 200mm x 200mm x 80mm 75.00 each 0.00

a)40mm to 125 mm diameter. 335.20 %m 0.00

a)40mm to 125 mm diameter. 84.30 %m 0.00

a) 80 mm diameter 384.40 m 0.00

a) 200m x 100 mm 42.00 each 0.00

Sl ref page Description of items

80 mm.dia. 14.50 m 0.00

80 mm.dia. 13.4 m 0.00

80 mm.dia. 4.40 mtr 0.00

Sl ref page Description of items

a) 80 mm diameter 6.00 each 0.00

a) 80 mm diameter 38.00 set 0.00

a) 80 mm dia 24.00 each 0.00

Sl ref page Description of items

a) 80 mm dia 19.80 each 0.00

a) 63 mm dia (OD) class-III 150.00 m 0.00

b) 80mm dia (N0n-Tata medium quality) 672.80 m 0.00

Sl ref page Description of items

80 mm dia light quality 699.00 m 0.00

a)80 mm dia 663.20 m 0.00

c) 150 mm dia 1766.00 m 0.00

a) 80 mm diameter 5.60 m 0.00

Sl ref page Description of items

200 mm dia 43.40 m 0.00

80 mm.dia. 16.50 /Mtr 0.00

A) 80 mm dia 13.00 mtr 0.00

80 mm dia 11.30 mtr 0.00

Sl ref page Description of items

a) 80mm dia 8.75 m 0.00

43.24 sq.m 0.00

a) 80 mm diameter 17.90 each 0.00

a) 80mm dia 900 8.50 each 0.00

Sl ref page Description of items

80 mm.dia. x 90˚̊ 24.60 Each 0.00

Sl ref page Description of items

a) 80mm dia 900 14.50 each 0.00

a) 80mm dia 900 23.50 each 0.00

80x80x80 mm. dia. 23.50 each 0.00

Sl ref page Description of items

g)200 x 200mm x 100mm (class-5) 72.70 each 0.00

a)150 mm dia. 31.30 each 0.00

a) 80mm dia 25.70 m 0.00