rates for rate analysis (excel format)

tapadyuti/usd

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 Amount1

a) CI/MS/DI /GI pipes specials valves etc.( with out crane operation)

i) Upto-3MT 152.00 MT 0.00ii) 3- 6 MT (for 5.1 MT) 109.00 MT 0.00iii)6-10 MT 87.00 MT 0.00iv) Above 10 MT 70.00 MT 0.00

190.00 MT 0.00c) A.C pressure pipes of any class of any standard length

i) 80 mm dia 2.35 each 0.00ii) 100 mm dia 3.60 each 0.00iii) 125 mm dia 4.70 each 0.00iv) 150 mm dia 7.25 each 0.00v) 200 mm dia 14.30 each 0.00

2

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

i) Distance carriage upto initial 05 KM= 05 Km 144.85 LS/Mt 0.00

7.70 MT/KM 0.00

6.50 MT/KM 0.00

5.45 MT/KM 0.00

5.00 MT/KM 0.00b) 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 %M47.00

%M7.90

%M/Km

6.70 %M/Km6.10

%M/Kmc) A.C pressure pipes of any class(100 mm dia A.C pressure pipes of any class)


%M12.30

%M/Km

10.40 %M/Km9.50

%M/Kmd) A.C pressure pipes of any class(125 mm dia A.C pressure pipes of any class)


%M15.50

%M/Km

13.10 %M/Km

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).

b) With crane operation including all charges for CI pipes 250 mm dia and above and for DI pipes 350 mm dia and above

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

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

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

II) Extra over the rate for 05 KM cariage for every additional 1 KM (or part thereof) carriage beyond 5 KM and upto 10 KM

III) Extra over the rate for 10 KM cariage for every additional 1 KM (or part thereof) carriage beyond 10 KM and upto 25 KM

IV) Extra over the rate for 25 KM cariage for every additional 1 KM (or part thereof) carriage beyond 25 KM and upto 50KM

V) Extra over the rate for 50 KM cariage for every additional 1 KM (or part thereof) carriage beyond 50 KM and upto 10 KM








tapadyuti/usd

Sl Description of items Qty Rate Unit Amount11.90

%M/Kme) A.C pressure pipes of any class(150 mm dia A.C pressure pipes of any class)


%M23.20

%M/Km

19.60 %M/Km17.90

%M/Kmf) A.C pressure pipes of any class(200 mm dia A.C pressure pipes of any class)


%M32.50

%M/Km

27.50 %M/Km25.00

%M/Km

3

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

i) Distance carriage not exceeding 02 KM 116.00 mt

35.00 mt/kmb) A.C pressure pipes of any class

1) Distance carriage not exceeding 02 KMi) 80 mm dia 6.00 eachii) 100 mm dia 7.50 eachiii) 125 mm dia 9.40 eachiv) 150 mm dia 11.70 eachv) 200 mm dia 18.30 each

i) 80 mm dia 1.10 each/kmii) 100 mm dia 1.40 each/kmiii) 125 mm dia 1.80 each/kmiv) 150 mm dia 2.20 each/kmv) 200 mm dia 3.40 each/km

i) 80 mm dia 0.70 each/kmii) 100 mm dia 0.90 each/kmiii) 125 mm dia 1.10 each/kmiv) 150 mm dia 1.40 each/kmv) 200 mm dia 2.20 each/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

ii) Distance carriage exceeding 02 KM but not exceeding 5 km, for each additional 1 km or part thereof

2) Distance carriage exceeding 02 KM but not exceeding 5 km, for each additional 1 km or part thereof

3) Distance carriage exceeding 05 KM but not exceeding 10 km, for each additional 1 km or part thereof

document.xlsx

Tapadyuti/usd/document.xlsx

Sl Description of items

Qty Rate Unit Amount1

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

2

5949.40 0.003

52.40 cu.m 0.004

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 0.00a)200 mm diameter(with cap)

136.00 each 0.00b)250 mm diameter(with cap)

198.00 each 0.005

e) 80 mm dia10335.00 each 0.00

d) 100 mm dia11220.00 each 0.00

c) 150 mm dia11220.00 each 0.00

b)200mm diameter.12707.00 each 0.00

a)250mm. diameter.13328.00 each 0.00

6

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

ref page no

Pn-1itm-1(a)

Earth work in excavation of foundation trenches or drains or septic tank-soak well etc. in all sorts of soil( including mixed soil but excluding laterite and sand stone) including removing spreading or stacking he spoils within a lead of 5 mtr. As directed and including trimming the sides of trenches leveling, dressing and ramming the bottom, bailing or pumping out water etc. as required complete

Pn-1itm-2(a)

Earth work in filling in foundation or plinth with good earth in layers not exceeding 15cm including watering and ramming etc. layer by layer complete. (Payment to be made on basis measurement of finished quantity of work) a) With earth obtained from excavation of foundation.

%m3

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 )

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)

document.xlsx



Qty Rate Unit Amount

ref page no

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

g)200 x 200mm x 150mm (class-5)46.30 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 73.857

a) 250 mm dia39.80 m 0.00

b) 200 mm dia39.80 m 0.00

c) 150 mm dia17.00 m 0.00

d) 100 mm dia9.50 m 0.00

e) 80 mm dia7.20 m 0.00

8

100x80 mm. dia. (Class-5) 9.30 each 0.00125x80 mm. dia. (Class-5) 10.70 each 0.00125x100 mm. dia. (Class-5) 11.90 each 0.00150x80 mm. dia. (Class-5) 12.40 each 0.00150x100 mm. dia. (Class-5) 13.50 each 0.00150x125 mm. dia. (Class-5) 15.00 each 0.00200x100 mm. dia. (Class-5) 16.80 each 0.00200x100 mm. dia. (Class-10) 17.90 each 0.00200x125 mm. dia (Class-5) 18.20 each 0.00200x125 mm. dia (Class-10) 19.40 each 0.00200x150 mm. dia.(Class-5) 20.00 each 0.00200x150 mm. dia.(Class-10) 21.00 each 0.00250x125 mm. dia. (Class-5) 21.90 each 0.00250x125 mm. dia. (Class-10) 23.70 each 0.00250x150 mm. dia. (Class-5) 23.60 each 0.00250x150 mm. dia. (Class-10) 25.40 each 0.00250x200 mm. dia. (Class-5) 26.90 each 0.00250x200 mm. dia. (Class-10) 29.65 each 0.00

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)

document.xlsx




ref page no

9

75.00 each 0.00

69.40 each 0.00

59.30 each 0.00

109.70 each 0.00

99.60 each 0.00

83.90 each 0.0010

a) 200mm x 200mm x 80mm75.00 each 0.00

b) 250mm x 250mm x 80mm105.20 each 0.00

c) 250mm x 250mm x 250mm129.80 each 0.00

11

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

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 0.0099 supply of bleaching powder (25kg/bag) 879.00 bag 0.00

12

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

b)150m to 300 mmdiameter)129.30 %m 0.00

17

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

b) 200mm x 450

c)200mm x 22.50

d) 250mm x 900

e)250mm x 450

f) 250mm x 22.50

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)

cuting holes in bricks wall & subsequent mending of damages

Pn-2itm-5

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

Pn-2itm-6

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)

document.xlsx




ref page no

a) 80 mm diameter384.40 m 0.00

b) 100mm diameter384.40 m 0.00

c) 150mm diameter492.80 m 0.00

d) 200 mm diameter492.80 m 0.00

15

a) 200m x 100 mm42.00 each 0.00

b) 200mm x 150 mm41.40 each 0.00

c) 250mm x 200 mm56.50 each 0.00

d) 150mm x 80mm22.40 each 0.00

18

80 mm.dia. 14.50 m 0.00100 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 0.0019

80 mm.dia. 13.4 m 0.00100 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

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)

document.xlsx




ref page no

300 mm.dia. 76.10 m 0.00

350 mm.dia. 95.10 m 0.00

400 mm.dia. 116.40 m 0.0020 p-26

80 mm.dia. 4.40 mtr 0.00100 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

52.40 Cu.M 0.00

21

a) 100 mm dia22.00 each 0.00

a) 150 mm dia32.50 each 0.00

b) 200 mm dia43.00 each 0.00

b) 250 mm dia54.30 each 0.00

22

a) 80 mm diameter6.00 each 0.00

b)100 mm diameter7.10 each 0.00

c) 150mm diameter10.90 each 0.00

d) 200 mm diameter14.20 each 0.00

10

80 mm.dia. with lead 1.875 Kg. and spun yarn 0.10 Kg. 77.00 each 0.00100 mm.dia. with lead 2.50 Kg. and spun yarn 0.18 Kg. 131.10 each 0.00125 mm.dia. with lead 3.12 Kg. and spun yarn 0.20 Kg. 131.10 each 0.00150 mm.dia. with lead 3.75 Kg. and spun yarn 0.20 Kg. 145.10 each 0.00

200 mm.dia. with lead 5.00 Kg. and spun yarn 0.30 Kg. 145.10 each 0.00



a) 80 mm diameter38.00 set 0.00

b) 100 mm diameter52.60 set 0.00

c) 150mm diameter61.15 set 0.00

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)

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

p-1itm-3

cutting cast iron pipes, rendering the surface smooth to make suitable for rubber gasket, lead joint as per direction of EIC the following nominal diameters

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).

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)

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ref page no

d) 200 mm diameter62.60 set 0.00

c) 250mm diameterset 0.00

25

a) 80 mm dia24.00 each 0.00

b) 100 mm dia26.40 each 0.00

c) 125 mm dia28.90 each 0.00

d) 150 mm dia31.70 each 0.00

a) 200 mm dia36.50 each 0.00

b) 250 mm dia41.40 each 0.00

26

a) 80 mm dia19.80 each 0.00

b) 100 mm dia19.80 each 0.00

c) 125 mm dia19.80 each 0.00

d) 150 mm dia19.80 each 0.00

a) 200 mm dia19.80 each 0.00

b) 250 mm dia24.90 each 0.00

27

a) 150 mm dia. With lead of 3.75kg and spun yarn 0.20kg544.30 each 0.00

a) 200 mm dia. With lead of 5.oo kg and spun yarn 0.30kg736.00 each 0.00

b) 250 mm dia with lead of 6.25 kg and spun yarn 0.35kg917.20 each 0.00

28

a) 63 mm dia (OD) class-III150.00 m 0.00

TYTON JOINTMaking 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 JOINTMaking 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 JOINTmaking 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.

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b) 75 mm dia (OD) class-III205.00 m 0.00

c) 90 mm dia (OD) class-III260.00 m 0.00

d) 110 mm dia (OD) class-III360.00 m 0.00

e) 125 mm dia (OD) class-III440.00 m 0.00

f) 140 mm dia (OD) class-III511.00 m 0.00

g) 160 mm dia (OD) class-III635.00 m 0.00

h) 180 mm dia (OD) class-III785.00 m 0.00

i) 200 mm dia (OD) class-III951.00 m 0.00

j) 225 mm dia (OD) class-III1181.00 m 0.00

k) 250 mm dia (OD) class-III1427.00 m 0.00

l) 280 mm dia (OD) class-III1750.00 m 0.00

m) 315 mm dia (OD) class-III2196.00 m 0.00

29

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

30

80 mm dia light quality699.00 m 0.00

80 mm dia medium quality841.00 m 0.00

100 mm dia heavy quality1363.00 m 0.00

a) 100mm dia. medium quality1184.00 m 0.00





31

a)80 mm dia 663.20 m 0.00

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)

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

32

c) 150 mm dia1766.00 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


b) 100 mm dia887.00 m 0.00

39

a) 80 mm dia 499.20 m 0.0034

1031.00 each 0.0032 p-3


b) 100 mm diameter7.10 m 0.00

c) 150mm diameter11.40 m 0.00

d) 200 mm diameter0 18.30 m 0.00

33 p-1

200 mm dia43.40 m 0.00

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)

Supply of G.I pipes of TATA make including necessary sockets-medium quality

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

Supply of G.I uniona)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)

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)

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59

80 mm.dia. 16.50 /Mtr 0.00100 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 0.0035

4172.00 Each 0.0036

A) 80 mm dia13.00 mtr 0.00

a)100 mm dia15.80 mtr 0.00

a) 125 mm dia19.70 mtr 0.00

b) 150mm dia.25.40 mtr 0.00

c) 200 mm dia32.30 mtr 0.00

d) 250 mm dia42.90 mtr 0.00

33

80 mm dia11.30 mtr 0.00

a) 100 mm dia 13.80 mtr 0.00125 mm dia 17.10 mtr 0.00

Providing in allignment& laying in trenches Centrifugally cast iron (Spun) Flanged pipes Class-A [IS: 1537/1976] with screw flanged of the ollowing nominal dia. Including cutting trenches. Upto the deapth so as to maintain-1(one) mtr. Earth cushion from the top of the specials upto G.L in any kind of soil, carriage of specials from local store within scheme area/Head works site store to pin point site & back carriage of excess materials to Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of E.I.C.(Earth work inexcavation, refilling the trenches as per specification trenches and jointing of specials to be measured and paid for seperately)(Pipes will be supplied departmentally free of cost)

construction of RCC stand post with drain & platform conc. Post driling tapping water main.supplying fitting,fixing 15 mm dia. Brass ferrule, 20 mm dia, G.I pipe 4m average length with all necessary special like 20 mm dia. G.I vlend Nipple,socket jamnut,20mm X 15 mm G.I Reducing socket as pe type drawing no.CC/53/93, specification with all complete with supply of polythene bib cock.a)with supply of saddle piece.

DUCTAIL IRON(D.I) PIPE K-9[IS: 8329/2000]providing in alignment & laying in trenches DI pipe -k9 of following dia. Including cutting trenches up to depth so as to maintain-1(one) mtr. Earth cushion from top of pipe upto GL in any kind of soil, carriage of pipes from local store within scheme area/head works site store to 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)

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b) 150 mm dia 20.40 mtr 0.00c) 200 mm dia 26.80 mtr 0.00d) 250 mm dia

35.10 mtr 0.0040

a) 80mm dia8.75 m 0.00

b) 100 mm dia11.05 m 0.00

c) 125 mm dia14.40 m 0.00

d) 150mm dia17.90 m 0.00

12

43.24 sq.m 0.0066

10.80 m 0.0041 p-29/35

a) 80 mm diameter17.90 each 0.00

b) 100 mm diameter21.30 each 0.00

c) 125 mm dia24.60 each 0.00

d) 150mm diameter33.60 each 0.00

e) 200 mm diameter45.90 each 0.00

f) 250 mm dia60.40 each 0.00

13

8.50 each 0.00

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 saperatelyCarriage of materials from work to departmental store to be measured and paid for separately as per this circle rate.

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.

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 relayinga) brick on end edging(254 mm deep)

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)

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

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8.60 each 0.00

6.40 each 0.00

11.50 each 0.00

11.20 each 0.00

8.30 each 0.00

21.30 each 0.00

19.60 each 0.00

13.80 each 0.00

36.40 each 0.00

30.80 each 0.00

22.40 each 0.00

54.40 each 0.00

45.90 each 0.00

31.30 each 0.00

42 p-30/38

24.60 Each 0.0080 mm.dia. x 45˚̊� 22.40 Each 0.0080 mm.dia. x 22.5˚̊� 21.30 Each 0.0080 mm.dia. x 11 1/4˚̊� 21.30 Each 0.00100 mm.dia. x 90˚̊� 30.20 Each 0.00100 mm.dia. x 45˚̊� 28.00 Each 0.00100 mm.dia. x 22.5˚̊� 26.90 Each 0.00100 mm.dia. x 11 1/4˚̊� 26.90 Each 0.00125 mm.dia. x 90˚̊� 40.30 Each 0.00125 mm.dia. x 45˚̊� 35.80 Each 0.00125 mm.dia. x 22.5˚̊� 33.60 Each 0.00125 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 0.00200 mm.dia. x 90˚̊� 75.00 Each 0.00200 mm.dia. x 45˚̊� 64.90 Each 0.00200 mm.dia. x 22.5˚̊� 59.30 Each 0.00

b) 80mm dia 450

c) 80mm dia 22.50

d) 100mm dia 900

e) 100mm dia 450

f) 100mm dia 22.50

g) 150mm dia 900

h) 150mm dia 450

i) 150mm dia 22.50

j) 200mm dia 900

k) 200mm dia 450

l) 200mm dia 22.50

j) 250mm dia 900

k) 250mm dia 450

l) 250mm dia 22.50

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 cost)

80 mm.dia. x 90˚̊�

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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

43

14.50 each 0.00

15.70 each 0.00

19.00 each 0.00

20.10 each 0.00

25.70 each 0.00

28.00 each 0.00

34.70 each 0.00

38.00 each 0.00

54.80 each 0.00

60.40 each 0.0044 p-10

23.50 each 0.00

29.10 each 0.00

40.30 each 0.00

52.60 each 0.00

82.80 each 0.00

124.20 each 0.00

pn-8itm-2(c) & 2

C.I.D.F BENDProviding in alignment and laying in trenches the Cast iron double Flanged Bends (IS: 1538/1993) of following dia. Including cutting trenches upto the deapth so as to maintain-1(one) mtr. Earth cushion from the top of bend upto G.L in any kind of soil, carriage of specials from local store within the scheme area/Head works site store to Pin point site & back carriage of excess materials to Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of E.I.C(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be measured and paid for seperately)(BEND will be supplied departmentally free of cost)

a) 80mm dia 900

b) 80mm dia 450

d) 100mm dia 900

e) 100mm dia 450

d) 125mm dia 900

e) 125 mm dia 450

g) 150mm dia 900

h) 150mm dia 450

j) 200mm dia 900

k) 200mm dia 450

C.I.Duck Foot BendProviding 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 900

d) 100mm dia 900

d) 125mm dia 900

g) 150mm dia 900

j) 200mm dia 900

j) 250mm dia 900

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45

80x80x80 mm. dia. 23.50 each 0.00100x100x80 mm. dia. 28.00 each 0.00100x100x100 mm. dia. 29.10 each 0.00125x125x80 mm. dia. 35.80 each 0.00125x125x100 mm. dia. 38.00 each 0.00125x125x125 mm. dia. 40.30 each 0.00150x150x80 mm. dia 45.90 each 0.00150x150x100 mm. dia. 47.00 each 0.00150x150x125 mm. dia. 50.30 each 0.00150x150x150x mm. dia 52.30 each 0.00200x200x80 mm. dia. 69.40 each 0.00200x200x100 mm. dia. 70.50 each 0.00200x200x125 mm. dia. 73.80 each 0.00200x200x150 mm. dia. 76.10 each 0.00200x200x200 mm. dia. 82.80 each 0.00250x250x80 mm. dia. 99.60 each 0.00250x250x100 mm. dia. 100.70 each 0.00250x250x125 mm. dia. 104.10 each 0.00

56

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

p-11itm-6(c)

C.I.A.F TEEProving 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)

Pn-31itm-39

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)

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57

a)150 mm dia.31.30 each 0.00

58 P-30

a) 80mm dia25.70 m 0.00

b) 100 mm dia31.30 m 0.00

c) 125 mm dia39.20 m 0.00

d) 150mm dia49.20 m 0.00

e) 200 mm diameter 69.40 m 0.00f) 250 mm dia 95.10 m 0.00

60

A) 100 X 80 MM DIA 10.40 each 0.00B) 200 x 150 mm dia 24.50 each 0.00c) 250 x 200 mm dia 33.00 each 0.00

77

a) 150 mm dia19.80 each 0.00

b) 250 mm dia24.90 each 0.00

16

44.54 sq.m 0.00

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)

C.I. COLLARS.Mechanical jointProviding 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)

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)

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)

p-347/11/b Painting with ready mixed Black Japan of approved make and brand including smoothening

surfaceb) Two coats

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47

43.77 Cum 0.0048

b) 20 mm thick plaster 137.23 sq.m 0.0049

264.31 sq.m 0.0050

28.51 sq.m 0.0051

a) pakur variety 5675.32 Cu.M 0.0052

a) in ground floor including roof 30.93 sq.m 0.0053

a) upto 150 mm, thick 582.16 Cu.M 0.0054

276.64 cu.m 0.0055

(a) 1:3:6 proportion 4766.00 Cu.M 0.006

5303.00 cum 0.0056

5947.00 cu.m 0.0057

6887.19 qntl 0.0058 p-163/21

a) length upto 75 mm 80.70 kg 0.0039

b)D0- by fine sand64249.10 %m 0.00

pn-455PWD(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)

Pn-319PWD(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

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-323PWD(Bld)itm-8

Neat cement punning about 1.5 mm thick in wall, dado window, sills, floor, drain, etcNote- Cement 0.152 cu.m per 100 sq.m

ordinary cement concrete (mix 1:1.5:3) with graded stone chips(20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.

Dismantiling artificial stone flooring upto 50mm.thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75m.

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.

pn-21PWD(Bld)itm-1(a)

Dismantiling all types of masonry exception cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as direct with in a lead of 75ma) in ground floor including roof

Cement concrete with graded jhama khoa (30mm size) excluding shuttering,In ground floor and foundation

!st class brick work in cement morter (4:1)infoundation plinth & steps as per specfication

P-69PWD (Bld)itm-22(b)

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

p-167itm-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.

supplying, fitting, fixing bolts with nuts, washeri) 10 to 16 mm dia

(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)

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total73.85

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Tapadyuti/usd

Cost of MaterialSl 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 0.00b) 100 x 100 x 80 mm dia 12.10 0.00 49.80 kg 0.00c) 100 x 100 x 100 mm dia 13.50 0.00 49.80 kg 0.00d) 125 x 125 x 80 mm dia 0.00 49.80 kg 0.00e) 125 x 125 x 100 mm dia 0.00 49.80 kg 0.00f) 125 x 125 x 125 mm dia 0.00 49.80 kg 0.00g) 150 x 150 x 80 mm dia 22.20 0.00 49.80 kg 0.00h) 150 x 150 x 100 mm dia 23.10 0.00 49.80 kg 0.00i) 150 x 150 x 125 mm dia 0.00 49.80 kg 0.00j) 150 x 150 x 150 mm dia 26.00 0.00 49.80 kg 0.00k) 200 x 200 x 80 mm dia 35.40 0.00 49.80 kg 0.00l) 200 x 200 x 100 mm dia 0.00 49.80 kg 0.00m) 200 x 200 x 125 mm dia 0.00 49.80 kg 0.00n) 200 x 200 x 150 mm dia(cl-10) 41.40 0.00 49.80 kg 0.00o) 200 x 200 x 200 mm dia(cl-10) 45.90 0.00 49.80 kg 0.00h) 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 0.00c) 150 x 100 mm dia 12.10 0.00 49.80 kg 0.00d) 200 x 100 mm dia 15.00 0.00 49.80 kg 0.00e) 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]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 0.00b) 150 mm dia 1 0.00 49.80 kg 0.00c) 250 mm dia 1 0.00 49.80 kg 0.00

5 C.I.P.E Bend(class-5/10)7.60 0.00 49.80 kg 0.00

7.70 0.00 49.80 kg 0.00

5.70 0.00 49.80 kg 0.00

10.30 0.00 49.80 kg 0.00

10.00 0.00 49.80 kg 0.00

7.40 0.00 49.80 kg 0.00

19.00 0.00 49.80 kg 0.00

17.50 0.00 49.80 kg 0.00

12.30 0.00 49.80 kg 0.00

32.50 0.00 49.80 kg 0.00

27.50 0.00 49.80 kg 0.00

20.00 0.00 49.80 kg 0.006 C.I.D.S Bend(class-5/10)

41.50 0.00 49.80 kg 0.00

81.50 0.00 49.80 kg 0.00

66.00 0.00 49.80 kg 0.00

58.00 0.00 49.80 kg 0.007 C.I Flanged Adopter

a) 80 mm dia 7.40 0.00 49.80 kg 0.00b) 100 mm dia 9.00 0.00 49.80 kg 0.00c) 150 mm dia 14.30 0.00 49.80 kg 0.00

8 Flange spigot T.Pa) 200 mm dia 39.00 0.00 49.80 kg 0.00b) 250 mm dia 53.00 0.00 49.80 kg 0.00

a)150 mm 900

a)80 mm 900

b)80 mm 450

c)80 mm 22.50

d)100 mm 900

e)100 mm 450

f)100 mm 22.50

a)150 mm 900

b)150 mm 450

c)150 mm 22.50

d)200 mm 900

e)200 mm 450

f)200 mm 22.50

a)200 mm 22.50

b)250 mm 900

c)250 mm 450

d)250 mm 22.50

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Tapadyuti/usd

9 Flanged Socket T.P.a) 200 mm dia 37.00 0.00 49.80 kg 0.00b) 250 mm dia 62.00 0.00 49.80 kg 0.00

8 Supply of CIDF Pipea) 150 mm dia x 0.6m 8 0.00 49.80 mtr 0.00b) 150 mm dia x 1.0m 7 0.00 49.80 mtr 0.00c) 250 mm dia x 0.6m 2 0.00 49.80 mtr 0.00

12

a) 150 mm dia 20 1205.00 set 24100.00b) 250 mm dia 2 2145.00 set 4290.00

10 Sluice valve (PN-1) with capa) 80 mm dia 1560.00 each 0.00b) 100 mm dia 2185.00 each 0.00c) 150 mm dia 3375.00 each 0.00d) 200 mm dia 5425.00 each 0.00e) 250 mm dia 10125.00 each 0.00

11 Supply of D.I (k-7)pipe

a)150 mm dia 1553.00 0.00a) 200 mm dia 1876.00 mtr 0.00b) 250 mm dia 2259.00 mtr 0.00

12 Supply of A.C Pipea) 80 mm dia 70.00 mtr 0.00b) 100 mm dia 91.00 mtr 0.00c) 150 mm dia 156.00 mtr 0.00d) 200 mm dia 305.00 mtr 0.00

13 C.I.D.T jointsa) 80 mm dia 211.00 set 0.00b) 100 mm dia 255.00 set 0.00c) 150 mm dia 396.00 set 0.00d) 200 mm dia 619.00 set 0.00

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= Err:509Total Material Cost= 28390.00

Total= Err:509Add Contegency 2%= Err:509

Grand Total= Err:509Say Rs= Err:509

supplying of Different dia fexible Jeffe coupling with rubber rings and stud bolt(complete set)

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)

document.xlsx

Tapadyuti/usd

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

Tapadyuti/usd

cost of MaterialSl items

qnty Rate unit amount1 DI pipe k9--

b)150 mm dia1595.00 m 0.00

c)125 mm dia1312.00 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 nos49.80 kg 0.00

80 x 80 x 80 mm dia.@ 9.7kg x 249.80 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 149.80 kg 0.00

150 x 100mm [email protected] kg x 149.80 kg 0.00

200x150mm [email protected] x 149.80 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 dia2185.00 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 dia211.00 each 0.00

b)100mm dia255.00 each 0.00

c)125 mm dia396.00 each 0.00

d)150 mm dia619.00 each 0.00

7 cost of pipe-

a) 80 mm dia A.c pipe70.00 each 0.00

b) 100mm dia A.C pipe91.00 each 0.00

c) 125mm dia A.C pipe156.00 each 0.00

d)150 mm dia A.C pipe156.00 each 0.00

8 supply of rubber gasket

200 mm dia0.00

a) 150 mm dia35.00 m 0.00

b) 125 mm dia30.00 m 0.00

9 cost of CI special49.80 Kg 0.00

TOTAL 0.00ABSTRACT OF COST

LABOUR COST RS 582962.01MATERIAL COST RS 0.00total RS 582962.01

RS 11659.24TOTAL RS 594621.25

SAY RS 594621.00(Fifteen lak fifteen thousand eight hundred eleven)

ADD CONTINGENCY 2%=

Tapadyuti/usd

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

Assistant Engineer, uluberia sub -Division,PHE dte.

document.xlsx

Tapadyuti/usd

cost of MaterialSl items Kg Nos Total Qnty. Rate unit amount1 C.I.D.S Bend(class-5/10)

24.00 0 49.80 kg 0.00

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 0.002 C.I.P.E Bend(class-5/10)

7.60 0 49.80 kg 0.00

7.70 0 49.80 kg 0.00

5.70 0 49.80 kg 0.00

10.30 0 49.80 kg 0.00

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 0.00C.I.D.F Bend

16.30 2 32.6 49.80 kg 1623.48

4 0 49.80 kg 0.003 C.I.P.E. Tee (class-5/10)

a) 80 x 80 x 80 mm dia 9.70 0 49.80 kg 0.00b) 100 x 100 x 80 mm dia 12.10 0 49.80 kg 0.00c) 100 x 100 x 100 mm dia 13.50 0 49.80 kg 0.00d) 150 x 150 x 80 mm dia 22.20 0 49.80 kg 0.00e) 150 x 150 x 100 mm dia 23.10 0 49.80 kg 0.00f) 150 x 150 x 150 mm dia 26.00 0 49.80 kg 0.00g) 200 x 200 x 100 mm dia 38.30 0 49.80 kg 0.00g) 200 x 200 x 150 mm dia 41.40 0 49.80 kg 0.00h) 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 0.00b) 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 0.00b) 150 x 80 mm dia 11.10 0 49.80 kg 0.00c) 150 x 100 mm dia 12.10 0 49.80 kg 0.00d) 200 x 100 mm dia 15.00 0 49.80 kg 0.00e) 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 0.00b) 200 x 150 mm dia 51.00 0 49.80 kg 0.00c) 300 x 200 mm dia 84.00 0 49.80 kg 0.00

7 C.I Flenged Adoptera) 80 mm dia 7.40 0 49.80 kg 0.00b) 100 mm dia 9.00 0 49.80 kg 0.00c) 150 mm dia 14.30 0 49.80 kg 0.00d)200 mm dia 19.70 0 49.80 kg 0.00

8 Flange spigot T.P

a)100 mm 900

b)100 mm 450

c)100 mm 22.50

d)200 mm 900 (class-10)

e)200 mm 450 (class-10)

f)200 mm 22.50 (class-10)

g)300 mm 900 (class-10)

h)300 mm 450 (class-10)

i)300 mm 22.50 (class-10)

a)80 mm 900

b)80 mm 450

c)80 mm 22.50

d)100 mm 900

e)100 mm 450

f)100 mm 22.50

a)150 mm 900

b)150 mm 450

c)150 mm 22.50

d)200 mm 900

e)200 mm 450

f)200 mm 22.50

d) 100mm dia 900

c)100 mm 22.50

document.xlsx

Tapadyuti/usd

a) 200 mm dia 39.00 0 49.80 kg 0.00b) 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 0.00b) 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 0.00b) 100 mm dia 1835.00 each 0.00c) 150 mm dia 2750.00 each 0.00d) 200 mm dia 5425.00 each 0.00e) 250 mm dia 10125.00 each 0.00Total Rs 1623.48

rates for rate analysis (excel format)

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