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

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)

iii)6-10 MT

87.00

iv) Above 10 MT

70.00

MT MT MT MT

190.00

MT

i) Upto-3MT

152.00

ii) 3- 6 MT (for 5.1 MT)

109.00

b) With crane operation including all charges for CI pipes 250 mm dia and above and for DI pipes 350 mm dia and above c) A.C pressure pipes of any class of any standard length

2

i) 80 mm dia

2.35

ii) 100 mm dia

3.60

iii) 125 mm dia

4.70

iv) 150 mm dia

7.25

v) 200 mm dia

14.30

each each each each each

144.85

LS/Mt

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 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

6.50

MT/KM

5.45

MT/KM

5.00

MT/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= 15 Km 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 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

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)

176.65

%M

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)

%M

47.00 7.90

carriage beyond 10 KM and upto 25 KM

%M/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

6.70

V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)

6.10

%M/Km %M/Km


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 II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)

274.30

%M


%M

73.00 12.30


%M/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)

10.40

%M/Km

9.50

%M/Km


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 II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)

344.90

%M


%M

91.80 15.50


%M/Km


tapadyuti/usd tapadyuti/usdV) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof)

13.10 11.90

%M/Km

Rate

Unit

i) Distance carriage upto initial 05 KM

517.30

%M

II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof)

137.60

Sl


Qty

e) A.C pressure pipes of any class(150 mm dia A.C pressure pipes of any class)

%M


23.20


%M/Km


19.60


17.90

%M/Km %M/Km


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)

192.70

%M


%M

32.50


%M/Km


27.50


25.00

%M/Km


3

%M/Km

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

3 5 .0 0

mt/km

ii) Distance carriage exceeding 02 KM but not exceeding 5 km, for each additional 1 km or part thereof b) A.C pressure pipes of any class

1) Distance carriage not exceeding 02 KM i) 80 mm dia

6.00

ii) 100 mm dia

7.50

iii) 125 mm dia

9.40

iv) 150 mm dia

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

ii) 100 mm dia

1.40

iii) 125 mm dia

1.80

iv) 150 mm dia

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

ii) 100 mm dia

0.90

iii) 125 mm dia

1.10

iv) 150 mm dia

1.40

v) 200 mm dia

2.20

tapadyuti/usd


each/km each/km each/km each/km each/km

each/km each/km each/km each/km each/km

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

Amount

tapadyuti/usd

210285738.xlsx.ms_office Sl

ref page

Description of items Qty

Rate

Unit

a) Depth of excavation not exceeding 1.5 M.

9221.30

%m3

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.

5949.40

%m

52.40

cu.m

no 1

2

3 4

5

6

Pn-1 itm-1(a)

Pn-1 itm-2(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

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 )

3

a)80 mm diameter(with cap) b)100mm diameter(with cap) c)150mm diameter(with cap) a)200 mm diameter(with cap)

41.70 63.00 79.80

each each each

136.00

each

b)250 mm diameter(with cap)

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

A) 80MM X 80mm X 80mm(class-5)

10.80

each

b) 100 x 100mm x 80mm (class-5)

13.50

each

c)100 x 100mm x 100mm (class-5)

15.10

each

d)150mm.X 150mm. X80mm(class-5)

24.80

each

e)150 x 150mm x 100mm (class-5)

25.80

each

f)150 x 150mm x 150mm (class-5)

29.10

each

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)

Tapadyuti/usd/210285738.xlsx.ms_office


ref page no


Rate

Unit

g)200 x 200mm x 100mm (class-5)

40.70

each

g)200 x 200mm x 150mm (class-5)

46.30

each

h)200 x 200mm x 200mm (class-5)

51.40

each

73.85

each

a) 250 mm dia

39.80

m

b) 200 mm dia

39.80

m

c) 150 mm dia

17.00

m

d) 100 mm dia

9.50

m

e) 80 mm dia

7.20

m

100x80 mm. dia. (Class-5)

9.30

each


10.70

each


11.90

each


12.40

each


13.50

each


15.00

each


16.80

each


17.90

each

200x125 mm. dia (Class-5)

18.20

each

200x125 mm. dia (Class-10)

19.40

each

200x150 mm. dia.(Class-5)

20.00

each

200x150 mm. dia.(Class-10)

21.00

each


21.90

each


23.70

each


23.60

each


25.40

each


26.90

each


29.65

each

h)250 x 250mm x 250mm (class-5) 7

8

1

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)

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)



ref page no

9


Rate

Unit

75.00

each

69.40

each

59.30

each

109.70

each

99.60

each

83.90

each

a) 200mm x 200mm x 80mm

75.00

each

b) 250mm x 250mm x 80mm

105.20

each

c) 250mm x 250mm x 250mm

129.80

each

a)diameter up to 15cm.

83.04

m

b) diameter above 15cm. & up to 30cm.

122.51

m

c) diameter above 30cm. & up to 45cm.

190.64

m

a)40mm to 125 mm diameter.

335.20

%m

b)150mm to 300mm diameter.

369.70

%m

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 90

0

b) 200mm x 45

0

c)200mm x 22.5 d) 250mm x 90 e)250mm x 45

0

0

0

f) 250mm x 22.5

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)

10

11

14

cuting holes in bricks wall & subsequent mending of damages

Pn-2 itm-5

13 99 12

17

0

Pn-2 itm-6

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

supply of bleaching powder (25kg/bag)

50.00

Kg

supply of bleaching powder (25kg/bag)

879.00

bag

a)40mm to 125 mm diameter.

84.30

%m

b)150m to 300 mmdiameter)

129.30

%m

a) 80 mm diameter

384.40

m

b) 100mm diameter

384.40

m

washing ,cleaning and disinfecting of all complete pipe lines with chlorinated water with at 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)

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)



15

18

19

ref page no


Rate

Unit

c) 150mm diameter

492.80

m

d) 200 mm diameter

492.80

m

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

80 mm.dia.

14.50

m

100 mm.dia.

17.90

m

125 mm.dia.

22.40

m

150 mm.dia.

29.10

m

200 mm.dia.

41.40

m

250 mm.dia.

69.40

m

300 mm.dia.

88.40

m

350 mm.dia.

111.90

m

400 mm.dia.

137.60

m

80 mm.dia.

13.4

m

100 mm.dia.

15.7

m

125 mm.dia.

21.3

m

150 mm.dia.

25.70

m

200 mm.dia.

43.60

m

250 mm.dia.

59.30

m

300 mm.dia.

76.10

m

350 mm.dia.

95.10

m

400 mm.dia.

116.40

m

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)

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)

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)


210285738.xlsx.ms_office Sl 20

21

22

10

ref page no


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 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) ( BLANK FLANGED (DUCTAIL IRON) will be supplied departly,free of cost)

p-1 itm-3

Qty

Rate

Unit

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

Cutting through metteled road or passage as per required section including refelling watering ramming complete as per directin of EIC

52.40

Cu.M

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 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

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

and spun yarn 0.10 Kg. and spun yarn 0.18 Kg. and spun yarn 0.20 Kg. and spun yarn 0.20 Kg.

77.00 131.10 131.10 145.10

each

200 mm.dia. with lead 5.00 Kg. and spun yarn 0.30 Kg.

145.10

each


211.90

each


211.90

each

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

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).

80 mm.dia. with lead 1.875 Kg. 100 mm.dia. with lead 2.50 Kg. 125 mm.dia. with lead 3.12 Kg. 150 mm.dia. with lead 3.75 Kg.

24

c) 250mm diameter


each each each

set


26

27

28

ref page no


Rate

Unit

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

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

a) 150 mm dia. With lead of 3.75kg and spun yarn 0.20kg

544.30

each

a) 200 mm dia. With lead of 5.oo kg and spun yarn 0.30kg

736.00

each

b) 250 mm dia with lead of 6.25 kg and spun yarn 0.35kg

917.20

each

a) 63 mm dia (OD) class-III

150.00

m

b) 75 mm dia (OD) class-III

205.00

m

c) 90 mm dia (OD) class-III

260.00

m

d) 110 mm dia (OD) class-III

360.00

m

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)

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)

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.



29

30

31

ref page no


Rate

Unit

e) 125 mm dia (OD) class-III

440.00

m

f) 140 mm dia (OD) class-III

511.00

m

g) 160 mm dia (OD) class-III

635.00

m

h) 180 mm dia (OD) class-III

785.00

m

i) 200 mm dia (OD) class-III

951.00

m

j) 225 mm dia (OD) class-III

1181.00

m

k) 250 mm dia (OD) class-III

1427.00

m

l) 280 mm dia (OD) class-III

1750.00

m

m) 315 mm dia (OD) class-III

2196.00

m

b) 80mm dia (N0n-Tata medium quality)

672.80

m

a) 100 mm dia medium (Non-Tata medium quality)

947.20

m

c) 125 mm dia medium (Non-Tata medium quality)

1297.10

m

80 mm dia light quality

699.00

m

80 mm dia medium quality

841.00

m

100 mm dia heavy quality

1363.00

m

a) 100mm dia. medium quality

1184.00

m


1697.00

m


1526.00

m


1946.00

m


1788.00

m

a)80 mm dia

663.20

m

b) 100 mm dia

933.60

m

c) 150 mm dia

1412.80

m

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)

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

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)

d) 200 mm dia


m


ref page no

32

Qty

Rate

Unit

c) 150 mm dia

1766.00

m

a) 100 mm dia medium (Tata medium quality)

1167.00

m

b) 80 mm dia (Tata medium quality)

829.00

m

Supply of G.I pipes of TATA make including necessary socketsmedium quality a) 80 mm diameter

624.00

m

b) 100 mm dia

887.00

m

Supply G.I. pipe of non Tata make but ISI marked including necessary socket (Medium quality). a) 80 mm dia

499.20

m

1031.00

each

a) 80 mm diameter

5.60

m

b) 100 mm diameter

7.10

m

c) 150mm diameter

11.40

m

18.30

m

43.40

m

80 mm.dia.

16.50

/Mtr

100 mm.dia.

20.90

/Mtr

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)

38

39

34 32


p- 3

Supply of G.I union a)10mm 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 33

p- 1

200 mm dia 59

0

C.I.S.S(CLASS- A) PIPE[I:S- 1536/1989] Providing in aigment & laying in trenches CAST IRON(SPUN) SOCKET AND SPIGOT PIPES,CLASSA(IS; 1536/1989) of following dia. Including cutting trenches upto deapth so as to maintain1(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)

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)



ref page no

35

36

33

40


Rate

Unit

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

b) 150mm dia.

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

a) 80mm dia

8.75

m

b) 100 mm dia

11.05

m

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 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)

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)

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.



ref page no


Rate

Unit

c) 125 mm dia

14.40

m

d) 150mm dia

17.90

m

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.

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)

41

13

43.24

sq.m

10.80

m

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

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

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 90

0

b) 80mm dia 45

0

8.60

each

0

6.40

each

d) 100mm dia 90

0

11.50

each

e) 100mm dia 45

0

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

c) 80mm dia 22.5

f) 100mm dia 22.5 g) 150mm dia 90

0

h) 150mm dia 45

0

i) 150mm dia 22.5 j) 200mm dia 90

0

0

k) 200mm dia 45

0

l) 200mm dia 22.5 j) 250mm dia 90

0

0

0



ref page no

Description of items Qty k) 250mm dia 45

0 0

l) 250mm dia 22.5

42

Rate

Unit

45.90

each

31.30

each

24.60

Each

22.40

Each

21.30

Each

21.30

Each

30.20

Each

28.00

Each

26.90

Each

26.90

Each

40.30

Each

35.80

Each

33.60

Each

32.45

Each

50.35

Each

44.80

Each

42.50

Each

40.30

Each

75.00

Each

64.90

Each

59.30

Each

55.95

Each

107.40

Each

89.50

Each

80.60

Each

76.10

Each

149.00

Each

125.30

Each

110.80

Each

110.80

Each

205.90

Each

166.70

Each

146.60

Each

135.40

Each

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 specials to be measured and paid for seperately) (D/S BEND.(MECHANICAL JOINT) will be supplied departmentally free of c ost)

80 mm.dia. x 90

˚

80 mm.dia. x 45

˚

̊

̊

̊

80 mm.dia. x 22.5

˚

80 mm.dia. x 11 1/4

˚

100 mm.dia. x 90

˚

100 mm.dia. x 45

˚

̊

̊

̊

̊

100 mm.dia. x 22.5

˚

100 mm.dia. x 11 1/4

˚

125 mm.dia. x 90

˚

125 mm.dia. x 45

˚

̊

̊

̊

125 mm.dia. x 22.5

˚

125 mm.dia. 11 1/4

˚

150 mm.dia. x 90

˚

150 mm.dia. x 45

˚

̊

̊

̊

150 mm.dia. x 22.5

˚

̊

150 mm.dia. x 11 1/4

˚

200 mm.dia. x 90

˚

200 mm.dia. x 45

˚

̊

˚

̊

200 mm.dia. x 11 1/4

˚

˚

250 mm.dia. x 45

˚

̊

˚

̊

250 mm.dia. x 11 1/4

˚

˚

300 mm.dia. x 45

˚

̊

˚

̊

300 mm.dia. x 11 1/4

˚

˚

350 mm.dia. x 45

˚

̊

̊

300 mm.dia. x 22.5

350 mm.dia. x 90

̊

̊

250 mm.dia. x 22.5

300 mm.dia. x 90

̊

̊

200 mm.dia. x 22.5

250 mm.dia. x 90

̊

̊

̊

̊

350 mm.dia. x 22.5

˚

̊

350 mm.dia. x 11 1/4

˚

̊



43

ref page no


pn-8

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 maintain1(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)

itm-2(c) & 2

Qty

a) 80mm dia 90

0

b) 80mm dia 45

0

d) 100mm dia 90

19.00

each

e) 100mm dia 45

0

20.10

each

d) 125mm dia 90

0

25.70

each

0

28.00

each

g) 150mm dia 90

0

34.70

each

h) 150mm dia 45

0

38.00

each

54.80

each

60.40

each

k) 200mm dia 45

0

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 (Earth work in excavation, refilling the trenches as per specification and jointing of specials to be measured and paid for seperately) a) 80mm dia 90

0

23.50

each

d) 100mm dia 90

0

29.10

each

d) 125mm dia 90

0

40.30

each

g) 150mm dia 90

0

52.60

each

0

82.80

each

0

124.20

each

80x80x80 mm. dia.

23.50

each

100x100x80 mm. dia.

28.00

each

100x100x100 mm. dia.

29.10

each

125x125x80 mm. dia.

35.80

each

125x125x100 mm. dia.

38.00

each

125x125x125 mm. dia.

40.30

each

j) 200mm dia 90 j) 250mm dia 90 p-11 itm-6(c)

each each

j) 200mm dia 90

45

14.50 15.70

0

p-10

Unit

0

e) 125 mm dia 45

44

Rate

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)



56

ref page no

Pn-31 itm-39


Rate

Unit

150x150x80 mm. dia

45.90

each

150x150x100 mm. dia.

47.00

each

150x150x125 mm. dia.

50.30

each

150x150x150x mm. dia

52.30

each

200x200x80 mm. dia.

69.40

each

200x200x100 mm. dia.

70.50

each

200x200x125 mm. dia.

73.80

each

200x200x150 mm. dia.

76.10

each

200x200x200 mm. dia.

82.80

each

250x250x80 mm. dia.

99.60

each

250x250x100 mm. dia.

100.70

each

250x250x125 mm. dia.

104.10

each

72.70

each

A/S. TEE-D/S. BRANCH FLANGED TEE (MECHANICAL JOINTS) [ IS: 13382/1992] 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 (Earth work in excavation, refilling the trenches as per specification and jointing of specials to be measured and paid for seperately) (A/S. TEE-D/S. BRANCH FLANGED TEE { MECHANICAL JOINT } will be supplied departmentally free of cost) g)200 x 200mm x 100mm (class-5) 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)

57

a)150 mm dia. 58

P- 30

31.30

each

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. (Earth work inexcavation, refilling the trenches as per specification trenches and jointing of specials to be measured and paid for seperately) (C.I.COLLARS[MECHANICAL JOINTS]. will be supplied departmentally free of cost) a) 80mm dia

25.70

m

b) 100 mm dia

31.30

m

c) 125 mm dia

39.20

m

d) 150mm dia

49.20

m

e) 200 mm diameter

69.40

m



ref page no


Rate

Unit

95.10

m

A) 100 X 80 MM DIA

10.40

each

B) 200 x 150 mm dia

24.50

each

c) 250 x 200 mm dia

33.00

each

a) 150 mm dia

19.80

each

b) 250 mm dia

24.90

each

Painting with ready mixed Black Japan of approved make and brand including smoothening p347/11/b surface b) Two coats

44.54

sq.m

47

pn-455 PWD(Bld) Labour for propping up overhead members as a precautionary measure againts falling as itm-21 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

48

Pn-319

137.23

sq.m

264.31

sq.m

28.51

sq.m

5675.32

Cu.M

30.93

sq.m

582.16

Cu.M

f) 250 mm dia 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. (Earth work inexcavation, refilling the trenches as per specification trenches and jointing of specials to be measured and paid for seperately) (PTAPPERS will be supplied departmentally free of cost)

77

16

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)

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 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)

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

itm-8

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

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



ref page no

Qty

Rate

Unit

276.64

cu.m

Cement concrete with graded jhama khoa (30mm size) excluding shuttering, In ground floor and foundation (a) 1:3:6 proportion

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

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

6 56


P-69 PWD (Bld)

Brick work with 1st class bricks in cement morter (1:6) b) in superstructure, ground floor

itm-22(b)

57

58

39

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. p-163/21 supplying, fitting, fixing bolts with nuts, washer i) 10 to 16 mm dia a) length upto 75 mm (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


210285738.xlsx.ms_office

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



Amount 0.00 0.00 0.00 73.85

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



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



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



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



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



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



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



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



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



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



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



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



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



Amount

0.00

0.00 0.00

0.00

0.00

0.00

0.00

73.85


Cost of Material

Sl 1


items 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) 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

Kg

Total Qnty.

Rate/unit

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

kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg

81.00

0.00

49.80

kg

8.30 12.10 15.00 17.90

0.00 0.00 0.00 0.00

49.80 49.80 49.80 49.80

kg kg kg kg

72.00

0.00

49.80

kg

3

0.00

51.80

kg

3 1 1

0.00 0.00 0.00

49.80 49.80 49.80

kg kg kg

7.60

0.00

49.80

kg

22.20 23.10

i) 150 x 150 x 125 mm dia

j) 150 x 150 x 150 mm dia k) 200 x 200 x 80 mm dia l) 200 x 200 x 100 mm dia m) 200 x 200 x 125 mm dia n) 200 x 200 x 150 mm dia(cl-10) o) 200 x 200 x 200 mm dia(cl-10) h) 250 x 250 x 250 mm dia 2

C.I.A.S Tee(class-10) a) 250 x 250 x 200 mm dia

3

C.I.P.E. Reducer(class-5/10) a) 100 x 80 mm dia c) 150 x 100 mm dia d) 200 x 100 mm dia e) 200 x 150 mm dia

4

C.I.D.S Reducer (class-10) a) 250 x 200 mm dia

5

Supply of C.I.Duck .Foot Bend[IS:1538-1993] 0

a)150 mm 90 6

Supply of C.I Blank Flanged[IS: 13382-1992] a) 80 mm dia b) 150 mm dia c) 250 mm dia

5

C.I.P.E Bend(class-5/10) a)80 mm 90

0

b)80 mm 45

0

7.70

0.00

49.80

kg

0

5.70

0.00

49.80

kg

0

10.30

0.00

49.80

kg

10.00

0.00

49.80

kg

7.40

0.00

49.80

kg

19.00

0.00

49.80

kg

17.50

0.00

49.80

kg

12.30

0.00

49.80

kg

32.50

0.00

49.80

kg

27.50

0.00

49.80

kg

20.00

0.00

49.80

kg

41.50

0.00

49.80

kg

81.50

0.00

49.80

kg

66.00

0.00

49.80

kg

58.00

0.00

49.80

kg

7.40 9.00 14.30

0.00 0.00 0.00

49.80 49.80 49.80

kg kg kg

39.00 53.00

0.00 0.00

49.80 49.80

kg kg

c)80 mm 22.5 d)100 mm 90

0

e)100 mm 45

0

f)100 mm 22.5 0

a)150 mm 90

0

b)150 mm 45

0

c)150 mm 22.5 0

d)200 mm 90

0

e)200 mm 45

0

f)200 mm 22.5 6

C.I.D.S Bend(class-5/10) 0

a)200 mm 22.5 0

b)250 mm 90 c)250 mm 45

0 0

d)250 mm 22.5 7

C.I Flanged Adopter a) 80 mm dia b) 100 mm dia c) 150 mm dia

8

Flange spigot T.P a) 200 mm dia b) 250 mm dia

9

26.00 35.40

Flanged Socket T.P.

Tapadyuti/usd

a) 200 mm dia b) 250 mm dia

62.00

0.00 0.00

49.80 49.80

kg kg

8 7 2

0.00 0.00 0.00

49.80 49.80 49.80

mtr mtr mtr

20 2

1205.00 2145.00

set set

1560.00 2185.00 3375.00 5425.00 10125.00


1553.00 1876.00 2259.00

mtr mtr

70.00 91.00 156.00 305.00

mtr mtr mtr mtr

211.00 255.00 396.00 619.00

set set set set

a) 150 mm dia Flexible coupling (as per design & specification)

1385.00

each

b) 250 mm dia Flexible coupling (as per design & specification)

2769.00

each

c) 300 mm dia Flexible coupling (as per design & specification)

3630.00

each

8

Supply of CIDF Pipe

12

a) 150 mm dia x 0.6m b) 150 mm dia x 1.0m c) 250 mm dia x 0.6m supplying of Different dia fexible Jeffe coupling with rubber rings and stud bolt(complete set) a) 150 mm dia b) 250 mm dia

10

37.00 210285738.xlsx.ms_office

Sluice valve (PN-1) with cap a) 80 mm dia b) 100 mm dia c) 150 mm dia d) 200 mm dia e) 250 mm dia

11

Supply of D.I (k-7)pipe a)150 mm dia a) 200 mm dia b) 250 mm dia

12

Supply of A.C Pipe a) 80 mm dia b) 100 mm dia c) 150 mm dia d) 200 mm dia

13

C.I.D.T joints a) 80 mm dia b) 100 mm dia c) 150 mm dia d) 200 mm dia

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)

Total Rs

Total Labour Cost= Total Material Cost= Total= Add Contegency 2%= Grand Total= Say Rs=

Tapadyuti/usd

Sub-Assistant Engineer Ulubeia Sub-Division, PHE Dte.

Tapadyuti/usd


Assistant Engine Ulubeia Sub-Division, P

210285738.xlsx.ms_office 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 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

0.00 0.00 0.00 0.00 0.00

24100.00 4290.00 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

28390.00

#REF! 28390.00 #REF! #REF! #REF! #REF!

Tapadyuti/usd


r HE Dte.

Tapadyuti/usd


cost of Material Sl

items

1

DI pipe k9--

2

3

4

5

6

7

8

qnty

Rate

unit

amount

b)150 mm dia

1595.00

m

0.00

c)125 mm dia

1312.00

m

0.00

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

80 x 100 mm dia@ 8.30kg x 1

49.80

kg

0.00

150 x 100mm [email protected] kg x 1

49.80

kg

0.00

200x150mm [email protected] 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

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

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

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

C.I.P.E Tee (class-5/10)(as per IS:5531/1988). =

C.I.P.E. REDUCER (CLASS-5/10)(as per IS:5531/88).

Sluice Valve (PN-1) with cap (as per IS: 14846/2000). .

C.I flenged Adopter (as per IS; 5531/1993).

D.T joint (complete set) .

cost of pipe-

supply of rubber gasket 200 mm dia

9

0.00

a) 150 mm dia

35.00

m

0.00

b) 125 mm dia

30.00

m

0.00

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

TOTAL

RS

594621.25

SAY

RS

594621.00

(Fifteen lak fifteen thousand eight hundred eleven)

Tapadyuti/usd

Sub Assistant Engineer, Uluberia Sub-diision,PHE Dte.

Tapadyuti/usd

Assistant Engineer, uluberia sub -Division,PHE dte.

210285738.xlsx.ms_office cost of Material Sl 1

items C.I.D.S Bend(class-5/10)

Nos

Total Qnty.

Rate

unit

amount

a)100 mm 90

0

24.00

0

49.80

kg

0.00

b)100 mm 45

0

24.00

0

49.80

kg

0.00

21.00

0

49.80

kg

0.00

67.00

0

49.80

kg

0.00

62.00

0

49.80

kg

0.00

53.00

0

49.80

kg

0.00

135.00

0

49.80

kg

0.00

121.00

0

49.80

kg

0.00

100.00

0

49.80

kg

0.00

c)100 mm 22.5

0

0

d)200 mm 90 (class-10) 0

e)200 mm 45 (class-10) 0

f)200 mm 22.5 (class-10) 0

g)300 mm 90 (class-10) 0

h)300 mm 45 (class-10) 0

i)300 mm 22.5 (class-10) 2

Kg

C.I.P.E Bend(class-5/10) a)80 mm 90

0

7.60

0

49.80

kg

0.00

b)80 mm 45

0

7.70

0

49.80

kg

0.00

0

5.70

0

49.80

kg

0.00

d)100 mm 90

0

10.30

0

49.80

kg

0.00

e)100 mm 45

0

10.00

0

49.80

kg

0.00

7.40

0

49.80

kg

0.00

19.00

0

49.80

kg

0.00

17.50

0

49.80

kg

0.00

12.30

0

49.80

kg

0.00

32.50

0

49.80

kg

0.00

27.50

0

49.80

kg

0.00

20.00

0

49.80

kg

0.00

2

32.6

49.80

kg

1623.48

4

0

49.80

kg

0.00

9.70

0

49.80

kg

0.00

12.10 13.50 22.20 23.10 26.00 38.30 41.40 44.90

0 0 0 0 0 0 0 0

49.80 49.80 49.80 49.80 49.80 49.80 49.80 49.80

kg kg kg kg kg kg kg kg

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

0 0 0 0

49.80 49.80 49.80 49.80

kg kg kg kg

0.00 0.00 0.00 0.00

17.90

0

49.80

kg

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

0 0 0

49.80 49.80 49.80

kg kg kg

0.00 0.00 0.00

19.70

0

49.80

kg

0.00

39.00 68.00

0 0

49.80 49.80

kg kg

0.00 0.00

c)80 mm 22.5

f)100 mm 22.5 a)150 mm 90

0

b)150 mm 45

0

0

c)150 mm 22.5 d)200 mm 90

0

e)200 mm 45

0

f)200 mm 22.5

0

0

C.I.D.F Bend d) 100mm dia 90 c)100 mm 22.5 3

4

5

6

7

8

9

0

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.

Tapadyuti/usd

16.30

0

Rates for Rate Analysis (Excel Format)

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