Maharastra PWD 2012-13

Sd/-

Nagpur

APPLICABLE FOR NAGPUR & AMRAVATI REGION

MAHARASHTRA JEEVAN PRADHIKARAN

Approved by the Chief Engineer , Maharashtra Jeevan Pradhikaran, Water management,

Thane vide L.No.TB-3/CR-46-C/3774 dated 31/12/2012

Countersigned For The Year 2012-2013

Superintending Engineer

Maharashtra Jeevan Pradhikaran (Urban & Rural), Cirlce


( Government of Maharashtr Undertaking )

SCHEDULE OF RATES FOR THE YEAR - 2012-2013

NAGPUR & AMRAVATI REGION

(Effective from 24th

Dec. 2012)

From To

Government Resolutions for Hilly Areas I IX

General Notes 1 6

A Materials 7 8

B Labour and Machinery 9 10

C Transportation & Standard weights of pipes 11 25

D Cement Consumption 26 27

E Excavation 28 32

F Iron & Structural Steel Work 33 34

G Plain Cement Concrete and Reinforced Cement Concrete 35 41

H Misellaneous 42 46

I Pipes and Specials

I C.I. / D.I.Pipes 47 57

II A.C. Pipes 58 62

III P.V.C. Pipes 63 69

IV G.I. Pipes 70 72

V Stoneware Pipes 73 73

VI R.C.C. Pipes 74 78

VII P.S.C. Pipes 79 85

VIII B.W.S.C. Pipes 86 92

IX G.R.P. / F.R.P. Pipes 93 99

X H.D.P.E. Pipes 100 106

XI M.D.P.E. Pipes 107 116

XII P.C.C.P. Pipes 117 124

XIII Pipe Appurtenances 125 144

XIV Mechanical Joints / Fittings 145 153

XV M.S. Pipes 154 176

XVI Fabrication of M.S. Pipes and Specials 177 185

XVII M.S. Pipes Laying 186 208

XVIII Treatment Plants (WTP / STP) 209 240

XIX R.C.C. G.S.R's and Sumps 241 243

XX R.C.C., E.S.R's 244 249

XXI Chambers, Manholes and Drainage Drops 250 257

J Well Sinking and River Infiltration Works 258 262

K Ancillary item for Reservoirs 263 266

L Trial Run 267 267

M Type Designs 268 293


Nagpur & Amravati Region

SCHEDULE OF RATES

FOR THE YEAR - 2012-2013

INDEX

Section No Name of SectionPage Nos.

Government Resolution Annex.I Page I

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10. ÃÖã¬ÖÖ�Ö›ü -- " -- ¯Öæ�ÖÔ �Ö™ü (8)

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12. ´ÖÖ�Ö�ÖÖÓ¾Ö -- " -- ¯Öæ�ÖÔ �Ö™ü (10)

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14. ¯ÖÖê»ÖÖ¤ü¯Öæ ü -- " -- ¯Öæ�ÖÔ �Ö™ü (12)

15. ¯Öê�Ö -- " -- ¯Öæ�ÖÔ �Ö™ü (13)

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17. ´ÆüÃÖôûÖ -- " -- ¯Öæ�ÖÔ �Ö™ü (15)

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29. ¾Öî³Ö¾Ö¾ÖÖ›üß -- " -- ¯Öæ�ÖÔ �Ö™ü (25)

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63. ¯ÖÆüÖôûÖ -- " -- ¯Öæ�ÖÔ �Ö™ü (55)

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Government Resolution Annex. II Page VI

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Government Resolution Annex. II Page VII



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1) �Öê›ü 2) ¬ÖÖÖÖ¯Öæ ü 3) ¬ÖÖêŸÖ üÖ 4) †´Ö ü�ÖÖê•ÖÖ 5) ×¿Ö üÃÖ�Öã¤Ôü 6) ×¿Ö üÃÖ ²Öã¦ãü�ú 7)×›ü�ÖÏÃÖ ¾ÖÖ¯Öß 8) Ø¯Ö¯Öôûß 9) ÃÖÖÓ›üÃÖ 10) êü™ü�ú ü 11) ¾Ö üÖ›üß 12) �Ö›ü�úŸÖ ²ÖÎã¦ãü�ú 13)�Ö›ü�úÃÖ �Öã¤Ôü 14) ´ÖÓ¤üÖ üß 15) �ÖÖ ü�Öê›ü 16) ´ÖÆü üß �Öã¤Ôü 17) �Ö›ü�êúŸÖ 18) ²Öî•Ö 19) ¤ãü¬Öê üß 20)Ø“Ö“ÖÖêôûß 21) �ÖÖê›üŸÖ»ÖÖ 22) ¯Öê›ü�ÖÖÓ¾Ö 23) ›üÖë�Öß 24) ÖÖÓ¤ãü üÖ 25) ²ÖÖê»ÖÖ¯Öæ üß 26)ŸÖôêû�ÖÖÓ¾Ö 27) •ÖÖ¾ÖÖ 28) ×´ÖÃÖê ²Öã¦ãü�ú 29) �úÖ¯ÖÃÖ 30) ×¿Ö¯Ö�Öß 31) ´ÖÖôû¾ÖÖ›üß 32)¤üÖ›êü�ÖÖÓ¾Ö 33) ´ÖÖêŸÖß“ÖÖê ü 34) ×¾Ö÷ü»Ö¾ÖÖ›üß 35) Ø¯Ö¯Ö üß �Öã¤Ôü 36) �úÖÖê�ÖÖ¾Ö 37)±úÖ™ü�ÖÖ 38) ¤üÖ³ÖÖ›üß 39) ¯ÖãÓ“ÖÖ 40) ´ÖÖê ü�ÖÖÓ¾Ö

1

2

3

4

5

6

Capacity of ESR Staging (M) Quantity of

Concrete in

cum

Reinforcement Qty (MT

)

20,000 12 27.40 2.14

30,000 12 32.70 2.55

40,000 12 37.80 2.95

50,000 12 41.90 3.27

MAHARASHTRA JEEVAN PRADHIKARAN NAGPUR & AMRAVATI REGION

SHEDULE OF RATES FOR THE YEAR 2012-2013

GENERAL NOTES

These rates are applicable to all MJP works in the NAGPUR AND AMRAVATI

REGION with effect from 24-12-2012.

Item of excavation is inclusive of normal manual dewatering, however,

seperate item for dewatering shall be proposed in the estimate where

underground water is anticipated in significant magnitude.

The rates of excavation for O & M works where limited working space is

available and work is required to be carried out on emergency basis,

the rate should be adopted as per the actual rate analysis which shall

be approved by concerned S.E. for that particular work only.

Rates for all items are inclusive of all taxes, levied by Central, state govt. and

local bodies. Labour rates are inclusive of EPF 12.5 % These rates are

applicable only for tendered works, these rates should be reduced by 12.50% of

labour part when works are to be carried out on piecemeal works and other

small works without tendering.

As per Govt. notification No.25/2012/service tax dt. 20 June 2012 point No.12-

E Service Tax is exempted for pipeline, conduit or plant for (i) water supply, (ii)

water treatment or (iii) sewage treatment or disposal. Hence service tax is not

considered in rate analysis.

For all completed items, initial lead of 5 kms. is considered for

collection of materials like sand, bricks, metal, stone etc. Appropriate

addition for lead charges excluding loading, unloading,for these materials

shall be done while estimation.

Following quantities shall be considered for additional lead charges beyond 5

km for material required for concrete and reinforcement for structures.

General-Note 1

Capacity of ESR Staging (M) Quantity of

Concrete in

cum

Reinforcement Qty (MT

)

60,000 12 46.40 3.62

70,000 12 51.20 3.99

75,000 12 53.00 4.13

80,000 12 56.00 4.37

90,000 12 62.40 4.87

125,000 25 107.40 8.38

150,000 12 89.80 7.00

160,000 12 94.30 7.36

175,000 16 117.60 9.17

200,000 20 143.60 11.20

200,000 25 157.00 12.25

250,000 25 177.00 13.81

300,000 25 206.00 16.07

Concrete Qty Reinforcement Qty (MT 25,000 13.58 0.94550,000 18.45 1.586

75,000 30.45 2.095

1,00,000 39.31 2.707

1,50,000 54.699 3.778

2,00,000 73.313 11.900

3,00,000 95.092 6.577

5,00,000 143.277 9.874

10,00,000 222.441 15.418(For WTP & STP works, the quantities of completed / ongoing works shall be

considred

7

Note: Spiral staircase not considered. Above quantities shall be considered for

all type of foundation (SBC) and all type of Seismic Zone.

For RCC GSR

Capacity ( Lit)

All the concrete Items for water retaining structures are taken as M-300 grade.

Hence aggregate quantity shall be 0.90 cum/cum of concrete and sand

quantity shall be 0.45 cum/cum of concrete for RCC GSR, ESR, All Treatment

Plants

These rates are applicable to water supply and sewerage schemes

and its allied works only. Items required for general construction, buildings,

roads, Irrigation Works etc. shall be adopted from the current schedule of

rates of P.W.D. or Irrigation Deptt. in respective areas. For bore wells,

CSR. of GSDA shall be followed. Increase in percentage over normal

schedule of rates will also be as per norms of respective C.S.R.

General-Note 2

8

9

Area % Increase

a Works in Corporation area 5%

b Works in Municipal areas 2%

c Works in tribal area / hilly and inaccesible areas 10%

d Suger cane area 5%

e Prison / Jail area 15%

f Defence area 20%

g Rajbhavan 20%

h Excavation for pipeline work along National Highway 10%

i Excavation for Dist.system pipe lines, Sewerage 10%

system in towns

j 10%

Naxalite Areas District wise

1) GADCHIROLI : Whole District.

2) CHANDRAPUR : Chandrapur, Gondpipri, Rajura, Korapana, Jiwati,

Ballarpur, Pobhurna, Mul & Sawli Tahsil

3) GONDIA : Tiroda, Goregaon, SadakArjuni, Salekasa, Deori,

Arjuni Morgaon, Amagaon, Gondia Tahsil

4) BHANDARA : Sakoli, Lakhani & Lakhandur Tahsil.

5) YAVATMAL : Pandharkawda, Wani, Zari, Zamani, Ghatanji &

Arni Tahsil.

10

For mechanical and electrical items related to water supply and

sewerage schemes, CSR for 2012-2013 prepared by Superintending

Engineer (Mechanical), Maharashtra Jeevan Pradhikaran shall be adopted.

Following increase in % over normal schedule of rates of M.J.P. for 2012-

2013 will be applicable. (Ref. PWD GR. No. DSR / 1091 / CR-6577 / Planning-

3, dated 08/07/2003)

For Naxalite Area (As listed below)

NOTE: The 10% increase in rates for NAXAL affected areas will be the

additional rates applicable for that areas over and above 'a' to 'i' as applicable.

This additional percentage is only on completed item of work and not

applicable to items of providing of materials like steel, pipes, valves, specials

and other supply of materials etc.

In any case more than one percentage increase on basic rates becomes

admissible, instead of adding both, the higher percentage only be taken.

(e.g. if any Municipal Council falls in hilly area, then additional percentage

in rates will be with only 10 % and not with 2 % + 10 %). This additional

percentage is only on completed item of work and not applicable to

items of providing of materials likesteel, pipes, valves, specials etc.

General-Note 3

11

12

13

14

Material Rate in Rs. Per MT.

a Cement Rs. 6000.00

b Mild Steel Rs. 46000.00

c Tor Steel/CTD bars Rs. 46000.00

d Structural Steel Rs. 47150.00

e Corrosion Resistant Steel (Fe 500) Rs. 48350.00

15

16

17

18

For hilly and inaccessible areas / Tribal areas approved by Government,

Planning Department's Circular Nos.(1)1089/CR-66/Plan-19, DT.

23/11/1990 and (2) 1094 / P-36 / K-1455 dt.02/09/1994, shall be followed

(refer pages 347 onwords). In addition to amendment notified by the planning

deptt. time to time.

For Action Plan Notified Area, Government's Circular in force from time

to time shall be followed.

Whenever basic rates of completed items are increaed by percentage given

at Sr. No. 9, the issue rates of materials to be supplied by the

Department (if any) for these items shall be increased by same percentage.

This schedule of rates is based on following basic rates for important

Details of standard cement consumption and standard weight of various

pipes are incorporated in this CSR .

Rates for supply of various types of pipes, specials and valves are

inclusive of excise duty, central sales tax and VAT, third party inspection

charges, storage charges, overhead charges and transportation of materials

upto divisional stores, site and stacking.

Cost of carting of pipes and valves from departmental stores to site of

work is not considered in rate analysis, hence this item must be

incorporated in each scheme. While inviting tenders if supply is from

departmental store, then this item shall appear in the tender, and if

the supply is by contractor then this item shall not appear in the

tender, even though same is provided in sanctioned scheme, because

the contractor is supposed to bring the pipes and valves directly at site.

Though the contractor is required to do refilling before hydraulic testing

to avoid traffic hurdle, no payment for refilling of the trenches of

pipeline shall be payable till satisfactory hydraulic testing is given. Re-excavation required if any, during testing, shall be done by the

contractor at his own cost.

General-Note 4

19

20

21

22

23

24

25

26

27

For Dams , Balancing Tanks , Aerated Lagoons and similar structures, the

rates for Film membranes as per prevailing rates for Irrigation

Department will be followed.

10 % of cost of items of water retaining structures, such as

GSR/ESR/MBR shall be retained till satisfactory hydraulic testing as per

IS code.

10 % of cost of total sub-work of pipeline work shall be retained till

satisfactory hydraulic testing is given as per IS code.

In case of supply of pipes / valves etc. by contractor, only 85%

payment shall be released after supply and 15% after satisfactory

hydraulic testing.

AC / PVC pipes shall not to be used in Urban Areas with reference to the

Circular No. 130 dated 09/03/2009 of M.S., MJP. HDPE pipes may be used in

Distribution system of Urban areas with diameter restricted upto 300 mm dia

only, provided that the area where these pipes are to be laid shall not be a

rocky area.

Capacity of ESR / GSR to be constructed shall be rounded to nearest

1000 litres always on higher side i.e. if required capacity is 1,23,570

litre, it shall be rounded to 1,24,000 litre. Similarly, if required capacity

is 8,26,070 litre, it shall be rounded to 8,27,000 litre.

Capacity of Unconventional / conventional Treatment Plants shall be

rounded to nearest 0.5 Mld- always on higher side i.e. if WTP of 2.37

Mld is required; it shall be rounded to 2.5 Mld. For WTP having

capacity less than 0.5 mld, package type WTP should be considered.

Provision for octroi charges for pipes,specials and valves is not considered

in the CSR 2012-2013. Provision of 4 % of cost of pipes ,specials and

valves to be used in corporation area shall be made while framing the

estimate for works included in corporation limit. Octroi charges shall be

reimbursed to contractor on production of receipt for payment for

materials actully to be used in corporation area, if there specific

provision to that effect in the contract.

For use of ready mix cement concrete, prior permission of the Chief

Engineer must be obtained.

General-Note 5

28

29

30

31

32

33

Provision for insurance @ 1% is considered in Rate analysis of CSR 2012-2013.

These rates are applicable only for tendered work, these rates shall be reduced

by 1% of total rate when works are to be carried out on piecemeal works and

other small works without tendering.

Rates given in this CSR are for estimation purpose only.

As per Govt. circular No. DSR-1090 / CR- 6453 / PLN-3 dated 14/7/1993 1%

for labour amenities is not considered in the DSR except concrete items while

arriving the rates

The Royalty Charges are considered in the rate analysis of CSR 2012-13 as per

Govt. circular revenue & Forest Deptt. No. Gaukhani-10/1009/CR-309/ dt.

11/02/2010.

The makes of Sluice / Butterfly valves etc. to be used for inlet / outlets of

ESRs / GSRs / MBRs / WTP Pumping main / Rising main shall be from

approved makes of M.J.P .

Excise duty is exempted for equipments (Gears, Motors, Tube settlers) used for

WTP as per Notification No. 26/2009 - Central Excise dated 4/12/2009.

a) Pipes needed for deliveray of water from its source to the plant (including the

clear treated water reservoir if any thereof) and from there to first storage

point.

b) Pipes of outer dimeter exceeding 100 mm when such pipes are internal part

of water supply projects.

c) All the items of machinary, including instruments, appertanances and

appliances auxillary equipments and their componenets / parts required for

setting up of water treatment plant.

General-Note 6

Sr.No. Description Unit

Rate

(in Rs.)

2012-13

Rate

(in Rs.)

2013-2014

1 Acetylene Gas Nos 600.00

2 Alum Grade I Ex-factory Mt 8200.00

3 Binding Wire Kg 60.00

4 Black enemal paint Anti corrosive Ltr 200.00

5 Bricks No 4.25

6 Bullies, Struts (125 mm dia 1.5 M long) rmt 180.00

7 C.C.Teak wood planks(3" X 6") Cum 72000.00

8 Cement (Bags) Bag 300.00

9 Cement (M.T.) Mt 6000.00

10 Cement Sulphar Resistant M.T. 6600.00

11 Charcoal Kg 24.20

12 Coarse sand Cum 1100.00

13 Corrosion Resistant steel Mt 48300.00

14 Diesel Lit 51.75

15 Epoxy paint Kg 425.00

16 Fuse No 17.60

17 Gun Powder Kg 160.00

18 Kasarde sand (for mortar lining work) @ source cum 1092.00

19 Liquid chlorine 100 kg Deptt Containor . No. 2800.00

20 Liquid chlorine 900 kg Supplier Containor No. 16000.00

21 LubricantOil lit 224.25

22 M.S.angle(50x50x6mm) Kg 47.15

23 M.S.Bars (Delivery at site) Mt 46000.00

24 M.S.Bars (in kgs) Kg 46.00

25 M.S.Flats (40 mm x 3 mm) Kg 48.30

26 M.S.plate Kg 49.00

27 Mild steelGrill ready Kg 69.00

28 Mildsteel grill railing mt 69.00

29 Mobile oil Lit 218.00

30 Murum cum 200.00

31 Nails Kg 65.00

32 Nutbolts Kg 85.00

33 Oxygen Gas (Refill) Cylinder 350.00

34 Plywood Coomercial 12 mm thick Waterproof for

centering

sqm 730.00

35 Polling board cum 18500.00

36 R.S.Joist channel etc MT 47150.00

37 Rapid sand Gravity filter Gravel At Source Cum 1500.00

38 Rapid sand Gravity filter Gravel At Source (Godhara,

Gokak, Vainganga, Yesagi sand)

Cum 1500.00

39 Ready mix oil paint Ltr 231.00

40 Ready mix primer for steel Ltr 160.00

41 Ready mix synthetic enamel paint Lit 239.00

42 Ready mixed lead/zinc paint Ltr 210.00

43 Rubber Gasket (8 mm thick) Kg 86.00

SECTION - A : MATERIALS

Section-A-Material 7

Sr.No. Description Unit

Rate

(in Rs.)

2012-13

Rate

(in Rs.)

2013-2014

SECTION - A : MATERIALS

44 Rubble cum 405.00

45 Sand cum 1150.00

46 Spun Yarn Kg 100.00

47 Stone Aggregate 10 mm cum 850.00



50 Structural Steel M.T. 47150.00

51 T.C.L.(bleaching poweder Gr.I) (10kg pack) Kg 20.00



54 Teak wood Cum 72000.00

55 Tor Steel Mt 46000.00

56 Walling ( 100x100mm) cum 16500.00

57 Welding Rod Having weight 5.25 kg Box 1500.00

58 White cement Kg 33.00

59 White lead Kg 165.00

60 Wire Kg 75.00

Section-A-Material 8

Sr.No. Description Unit Rate

(in Rs.)

2012-13

Rate

(in Rs.)

2013-2014

1 Asst Fitter No. 275.00

2 Bhandhani No. 303.00

3 Bhisti with pakahal No. 260.00

4 Blacksmith IInd class No. 303.00

5 Breaker No. 303.00

6 Carpainter 1st class No. 363.00

7 Carpainter 2nd class No. 303.00

8 Chiseller No. 303.00

9 Excavator No. 242.00

10 Fitter 1st class No. 327.00

11 Glazier No. 303.00

12 Helper No. 260.00

13 Hole Driller No. 303.00

14 Mason 1st class No. 363.00

15 Mason 2nd class No. 303.00

16 MAZDOOR (FEMALE) No. 260.00

17 Mazdoor(Heavy) No. 303.00

18 Mazdoor (Light) No. 260.00

19 MAZDOOR (MALE) No. 260.00

20 Maistry No. 303.00

21 Mukadam No. 303.00

22 Painter (for coloring) No. 303.00

23 Painter No. 303.00

24 Polisher No. 303.00

25 Pump Driver No. 303.00

26 StoneCutter or dresser No. 303.00

27 Tile layer No. 303.00

28 Welder No. 363.00

29 Welder for pipe line No. 363.00

30 WhiteWasher No. 303.00

31 TileTurner No. 303.00

32 L.M.V. Driver No. 303.00

33 Electrician No. 363.00

34 Plumber (Building) No. 363.00

35 Mali No. 260.00

36 Wireman No. 303.00

37 Computer Operator (data entryoperator) No. 424.00

SECTION - B : LABOUR AND MACHINERY

Section-B-Labour Machinery 9

Sr.No. Description Unit Rate

(in Rs.)

2012-13

Rate

(in Rs.)

2013-2014

1 Rent for chain pully block with tripod Day 450.00

2 Rent charges for pump excluding

operator & excluding fuel

BHP-Day 180.00

3 Rent for Mech.Mixer with fuel & crew Day 2300.00

4 Rent for vibrator with fuel and crew Day 900.00

5 Plate Bender Day 900.00

6 Rent for welding set with Electric set Day 1100.00

7 Rent for welding set with Generator Day 2400.00

8 Rent for Compressor with fuel Day 2500.00

9 Rent for Concrete breaker & Compressor Day 2500.00

10 Rent for poclain Hour 2000.00

11 Rent for Crane Hour 1300.00

12 Rent for JCB Hour 1000.00

13 Truck hire charges upto 20 km Day 2300.00

14 Truck hire charges for 20 km to 50 km Day 2100.00

15 Truck hire charges for 50 km & above Day 1600.00

16 Pipe cutter with opertor Day 1250.00

17 Desludging/ Desilting pump Day 2400

18 Jeep hire charges with driver and fuel

(Upto 300 KM.)

Day 3000

MACHINERY

Section-B-Labour Machinery 10

STATEMENT -I 2012-2013

Sr.N

o.Item of work Unit

Collecting the

railway receipt

etc & unloading

the

consignment

from railway

wagon &

keeping on

railway

platform

consignment

booked in.

Lifting the

material

from

railway

platform,

loading

Unloading

into truck.

Loading the

material into

truck from

departmental

store or site of

work.

Unloading the

material from

truck including

stacking in

departmental

stores or site of

work.

1 2 3 4 5 6 7

(A) MANUAL HANDLING

(Weight upto & including 300 kg.)

1 C.I. / D.I. /M.S./H.D.P.E. pipes of all

classes upto & including 200 mm dia.

Pipes of any length.

M.T. 276.70 337.60 88.00 88.00

2 R.C.C. pipes of all classes upto &

including 350 mm dia.

M.T. 276.70 337.60 88.00 88.00

3 A.C. pipes of all classes & dia. M.T. 145.50 206.40 52.70 52.70

4 P.V.C. pipes of all classes & dia. M.T. 145.50 206.40 52.70 52.70

5 All other materials such as C.I.

Specials of individual weight upto 300

kg.

M.T. 276.70 337.60 88.00 88.00

6 Mild steel / for steel / R.S.J. M.T. 174.40 235.20 132.75 132.75

7 Cement / bleaching powder / alum. M.T. 84.70 128.00 67.10 67.10

(B) CRANE HANDLING

(Materials having individual weight above

300 kg.)

1 C.I./D.I./B.W.S.C./ M.S./ R.C.C. pipes of

all classes having individual weight more

than 300 kg. & alsoother heavy materials,

valves, machinery having individual

weight more than 300 kg.

M.T. 195.10 247.90 177.50 177.50

SECTION - C : TRANSPORTATION

1) The above rates in col. 1 to 5 are apploicable only for Railway clearence purpose and not for other carting.

2) The rates given in col. 6 to 7 shall be adopted for estimate purpose only, however actual quotations / D- tender will

prevail.

3) Irrespective of supply of C.I./D.I. Pipes as per rate contract when pipes are directly supplied by the firms by road

railway freight upto destination station and carting as per schedule from Railway Station to work site is allowed In

such cases rate of Mathadi Kamgar shall not be applicable for carting and normal loading, unloading carting shall be

allowed.

Section-C-Transportation 11

Lead in

kms. (L)

Average

speed

(S)

No.of

Trips N =

8

(2(L/S)+1)

kms.done

(2NL + 6)

Litres of

diesel

consumed

Cost of

diesel @

Rs 51.75

per lit.

Litres of

mobile oil

consumed

Cost of

mobile oil

@ Rs 218

per lit.

Cost of 6

mazd.@

Rs340.88

per day

Hire

charges

of Truck

Rs.per

day

Total Cost

= (6)+(8)+

(9)+(10)

Add 10%

overhead

charges

Total

(11)+(12)

Cost per

trip (13)/(3)

1 2 3 4 5 6 7 8 9 10 11 12 13 14

0.50 15.00 7.50 13.50 4.50 232.88 0.10 20.93 2045.25 2300.00 4599.06 459.91 5058.97 674.53

1.00 16.00 7.11 20.22 6.74 348.80 0.14 31.39 2045.25 2300.00 4725.44 472.54 5197.98 731.08

1.50 16.50 6.77 26.31 8.77 453.85 0.19 40.98 2045.25 2300.00 4840.08 484.01 5324.09 786.42

2.00 17.00 6.48 31.92 10.64 550.62 0.23 49.70 2045.25 2300.00 4945.57 494.56 5440.13 839.53

2.50 17.25 6.20 37.00 12.33 638.08 0.26 57.55 2045.25 2300.00 5040.88 504.09 5544.97 894.35

3.00 17.50 5.96 41.76 13.92 720.36 0.30 64.96 2045.25 2300.00 5130.57 513.06 5643.63 946.92

3.50 17.75 5.74 46.18 15.39 796.43 0.33 71.94 2045.25 2300.00 5213.62 521.36 5734.98 999.13

4.00 18.00 5.54 50.32 16.77 867.85 0.36 78.26 2045.25 2300.00 5291.36 529.14 5820.50 1050.63

4.50 18.25 5.36 54.24 18.08 935.64 0.39 84.37 2045.25 2300.00 5365.26 536.53 5901.79 1101.08

5.00 18.50 5.19 57.90 19.30 998.78 0.41 90.25 2045.25 2300.00 5434.28 543.43 5977.71 1151.77

6.00 18.75 4.88 64.56 21.52 1113.66 0.46 100.50 2045.25 2300.00 5559.41 555.94 6115.35 1253.15

7.00 19.00 4.61 70.54 23.51 1216.64 0.50 109.87 2045.25 2300.00 5671.76 567.18 6238.94 1353.35

8.00 19.18 4.36 75.76 25.25 1306.69 0.54 117.94 2045.25 2300.00 5769.88 576.99 6346.87 1455.70

9.00 19.60 4.17 81.06 27.02 1398.29 0.58 126.22 2045.25 2300.00 5869.76 586.98 6456.74 1548.38

10.00 20.00 4.00 86.00 28.67 1483.67 0.61 133.85 2045.25 2300.00 5962.77 596.28 6559.05 1639.76

15.00 25.00 3.64 115.20 38.40 1987.20 0.82 179.41 2045.25 2300.00 6511.86 651.19 7163.05 1967.87

20.00 25.00 3.08 129.20 43.07 2228.87 0.92 201.21 2045.25 2300.00 6775.33 677.53 7452.86 2419.76

25.00 25.00 2.67 139.50 46.50 2406.38 1.00 217.13 2045.25 2100.00 6768.76 676.88 7445.64 2788.63

30.00 25.00 2.35 147.00 49.00 2535.75 1.05 228.90 2045.25 2100.00 6909.90 690.99 7600.89 3234.42

35.00 30.00 2.40 174.00 58.00 3001.50 1.24 270.97 2045.25 2100.00 7417.72 741.77 8159.49 3399.79

40.00 30.00 2.18 180.40 60.13 3111.73 1.29 281.00 2045.25 2100.00 7537.98 753.80 8291.78 3803.57

45.00 30.00 2.00 186.00 62.00 3208.50 1.33 289.72 2045.25 2100.00 7643.47 764.35 8407.82 4203.91

50.00 30.00 1.85 191.00 63.67 3294.92 1.36 297.35 2045.25 2100.00 7737.52 773.75 8511.27 4600.69

60.00 30.00 1.60 198.00 66.00 3415.50 1.41 308.25 2045.25 1600.00 7369.00 736.90 8105.90 5066.19

70.00 30.00 1.41 203.40 67.80 3508.65 1.45 316.75 2045.25 1600.00 7470.65 747.07 8217.72 5828.17

80.00 30.00 1.26 207.60 69.20 3581.10 1.48 323.29 2045.25 1600.00 7549.64 754.96 8304.60 6590.95

90.00 30.00 1.14 211.20 70.40 3643.20 1.51 328.96 2045.25 1600.00 7617.41 761.74 8379.15 7350.13

100.00 40.00 1.33 272.00 90.67 4692.17 1.94 423.57 2045.25 1600.00 8760.99 876.10 9637.09 7245.93

125.00 40.00 1.10 281.00 93.67 4847.42 2.01 437.53 2045.25 1600.00 8930.20 893.02 9823.22 8930.20

150.00 40.00 0.94 288.00 96.00 4968.00 2.06 448.43 1922.54 1600.00 8938.97 893.90 9832.87 10460.50

175.00 40.00 0.82 293.00 97.67 5054.42 2.09 456.27 1677.11 1600.00 8787.80 878.78 9666.58 11788.51

200.00 40.00 0.73 298.00 99.33 5140.33 2.13 464.12 1493.03 1600.00 8697.48 869.75 9567.23 13105.79

250.00 40.00 0.59 301.00 100.33 5192.08 2.15 468.70 1206.70 1600.00 8467.48 846.75 9314.23 15786.83

300.00 45.00 0.56 342.00 114.00 5899.50 2.44 532.57 1145.34 1600.00 9177.41 917.74 10095.15 18027.05

420.00 45.00 0.41 350.40 116.80 6044.40 2.50 545.65 838.55 1600.00 9028.60 902.86 9931.46 24223.07

540.00 45.00 0.32 351.60 117.20 6065.10 2.51 547.40 654.48 1600.00 8866.98 886.70 9753.68 30480.25

660.00 45.00 0.26 349.20 116.40 6023.70 2.49 543.69 531.77 1600.00 8699.16 869.92 9569.08 36804.15

780.00 45.00 0.22 349.20 116.40 6023.70 2.49 543.69 449.96 1600.00 8617.35 861.74 9479.09 43086.77

900.00 45.00 0.20 366.00 122.00 6313.50 2.61 569.85 409.05 1600.00 8892.40 889.24 9781.64 48908.20

1020.00 45.00 0.17 352.80 117.60 6085.80 2.52 549.36 347.69 1600.00 8582.85 858.29 9441.14 55536.12

1140.00 45.00 0.15 348.00 116.00 6003.00 2.49 541.95 306.79 1600.00 8451.74 845.17 9296.91 61979.40

STATEMENT II

Including Loading, unloading and stacking

SECTION-C : TRANSPORTATION 12

Lead in

kms. (L)

Average

speed

(S)

No.of

Trips N =

8

(2(L/S)+1)

kms.done

(2NL + 6)

Litres of

diesel

consumed

Cost of

diesel @

Rs 51.75

per lit.

Litres of

mobile oil

consumed

Cost of

mobile oil

@ Rs 218

per lit.

Cost of 6

mazd.@

Rs 0 per

day

Hire

charges

of Truck

Rs.per

day

Total Cost

= (6)+(8)+

(9)+(10)

Add 10%

overhead

charges

Total

(11)+(12)

Cost per

trip (13)/(3)

1 2 3 4 5 6 7 8 9 10 11 12 13 14

0.50 15.00 7.50 13.50 4.50 232.88 0.10 20.93 0.00 2300.00 2553.81 255.38 2809.19 374.56

1.00 16.00 7.11 20.22 6.74 348.80 0.14 31.39 0.00 2300.00 2680.19 268.02 2948.21 414.66

1.50 16.50 6.77 26.31 8.77 453.85 0.19 40.98 0.00 2300.00 2794.83 279.48 3074.31 454.11

2.00 17.00 6.48 31.92 10.64 550.62 0.23 49.70 0.00 2300.00 2900.32 290.03 3190.35 492.34

2.50 17.25 6.20 37.00 12.33 638.08 0.26 57.55 0.00 2300.00 2995.63 299.56 3295.19 531.48

3.00 17.50 5.96 41.76 13.92 720.36 0.30 64.96 0.00 2300.00 3085.32 308.53 3393.85 569.44

3.50 17.75 5.74 46.18 15.39 796.43 0.33 71.94 0.00 2300.00 3168.37 316.84 3485.21 607.18

4.00 18.00 5.54 50.32 16.77 867.85 0.36 78.26 0.00 2300.00 3246.11 324.61 3570.72 644.53

4.50 18.25 5.36 54.24 18.08 935.64 0.39 84.37 0.00 2300.00 3320.01 332.00 3652.01 681.35

5.00 18.50 5.19 57.90 19.30 998.78 0.41 90.25 0.00 2300.00 3389.03 338.90 3727.93 718.29

6.00 18.75 4.88 64.56 21.52 1113.66 0.46 100.50 0.00 2300.00 3514.16 351.42 3865.58 792.13

7.00 19.00 4.61 70.54 23.51 1216.64 0.50 109.87 0.00 2300.00 3626.51 362.65 3989.16 865.33

8.00 19.18 4.36 75.76 25.25 1306.69 0.54 117.94 0.00 2300.00 3724.63 372.46 4097.09 939.70

9.00 19.60 4.17 81.06 27.02 1398.29 0.58 126.22 0.00 2300.00 3824.51 382.45 4206.96 1008.86

10.00 20.00 4.00 86.00 28.67 1483.67 0.61 133.85 0.00 2300.00 3917.52 391.75 4309.27 1077.32

15.00 25.00 3.64 115.20 38.40 1987.20 0.82 179.41 0.00 2300.00 4466.61 446.66 4913.27 1349.80

20.00 25.00 3.08 129.20 43.07 2228.87 0.92 201.21 0.00 2300.00 4730.08 473.01 5203.09 1689.31

25.00 25.00 2.67 139.50 46.50 2406.38 1.00 217.13 0.00 2100.00 4723.51 472.35 5195.86 1946.01

30.00 25.00 2.35 147.00 49.00 2535.75 1.05 228.90 0.00 2100.00 4864.65 486.47 5351.12 2277.07

35.00 30.00 2.40 174.00 58.00 3001.50 1.24 270.97 0.00 2100.00 5372.47 537.25 5909.72 2462.38

40.00 30.00 2.18 180.40 60.13 3111.73 1.29 281.00 0.00 2100.00 5492.73 549.27 6042.00 2771.56

45.00 30.00 2.00 186.00 62.00 3208.50 1.33 289.72 0.00 2100.00 5598.22 559.82 6158.04 3079.02

50.00 30.00 1.85 191.00 63.67 3294.92 1.36 297.35 0.00 2100.00 5692.27 569.23 6261.50 3384.59

55.00 30.00 1.71 194.10 64.70 3348.23 1.39 302.15 0.00 1600.00 5250.38 525.04 5775.42 3377.44

65.00 30.00 1.50 201.00 67.00 3467.25 1.44 313.05 0.00 1600.00 5380.30 538.03 5918.33 3945.55

75.00 30.00 1.33 205.50 68.50 3544.88 1.47 320.02 0.00 1600.00 5464.90 546.49 6011.39 4519.84

85.00 30.00 1.20 210.00 70.00 3622.50 1.50 327.00 0.00 1600.00 5549.50 554.95 6104.45 5087.04

95.00 40.00 1.39 270.10 90.03 4659.05 1.93 420.52 0.00 1600.00 6679.57 667.96 7347.53 5285.99

105.00 40.00 1.28 274.80 91.60 4740.30 1.96 427.93 0.00 1600.00 6768.23 676.82 7445.05 5816.45

130.00 40.00 1.07 284.20 94.73 4902.28 2.03 442.54 0.00 1600.00 6944.82 694.48 7639.30 7139.53

155.00 40.00 0.91 288.10 96.03 4969.55 2.06 448.64 0.00 1600.00 7018.19 701.82 7720.01 8483.53

180.00 40.00 0.80 294.00 98.00 5071.50 2.10 457.80 0.00 1600.00 7129.30 712.93 7842.23 9802.79

230.00 40.00 0.64 300.40 100.13 5181.73 2.15 467.83 0.00 1600.00 7249.56 724.96 7974.52 12460.19

280.00 45.00 0.60 342.00 114.00 5899.50 2.44 532.57 0.00 1600.00 8032.07 803.21 8835.28 14725.47

400.00 45.00 0.43 350.00 116.67 6037.67 2.50 545.00 0.00 1600.00 8182.67 818.27 9000.94 20932.42

520.00 45.00 0.33 349.20 116.40 6023.70 2.49 543.69 0.00 1600.00 8167.39 816.74 8984.13 27224.64

640.00 45.00 0.27 351.60 117.20 6065.10 2.51 547.40 0.00 1600.00 8212.50 821.25 9033.75 33458.33

760.00 45.00 0.23 355.60 118.53 6133.93 2.54 553.72 0.00 1600.00 8287.65 828.77 9116.42 39636.61

880.00 45.00 0.20 358.00 119.33 6175.33 2.56 557.43 0.00 1600.00 8332.76 833.28 9166.04 45830.20

1000.00 45.00 0.18 366.00 122.00 6313.50 2.61 569.85 0.00 1600.00 8483.35 848.34 9331.69 51842.72

1120.00 45.00 0.16 364.40 121.47 6286.07 2.60 567.45 0.00 1600.00 8453.52 845.35 9298.87 58117.94

STATEMENT III

Excluding Loading, unloading and stacking

SECTION-C : TRANSPORTATION 13

Lead in km Cost per trip Cement pay

load 9.00 MT

Steel pay load

9.00 MT

Bulk Asphalt

in Bouzer pay

load 4.50 MT

M.S.Bar 9.0

MT

Sand 5.75

cum

1 2 3 4 5 6 7

0.5 674.53 74.95 74.95 149.90 74.95 117.31

1 731.08 81.23 81.23 162.46 81.23 127.14

1.5 786.42 87.38 87.38 174.76 87.38 136.77

2 839.53 93.28 93.28 186.56 93.28 146.01

2.5 894.35 99.37 99.37 198.74 99.37 155.54

3 946.92 99.37 99.37 198.74 105.21 164.68

3.5 999.13 111.01 111.01 222.03 111.01 173.76

4 1050.63 116.74 116.74 233.47 116.74 182.72

4.5 1101.08 122.34 122.34 244.68 122.34 191.49

5 1151.77 127.97 127.97 255.95 127.97 200.31

6 1253.15 139.24 139.24 278.48 139.24 217.94

7 1353.35 150.37 150.37 300.74 150.37 235.37

8 1455.7 161.74 161.74 323.49 161.74 253.17

9 1548.38 172.04 172.04 344.08 172.04 269.28

10 1639.76 182.20 182.20 364.39 182.20 285.18

15 1967.87 218.65 218.65 437.30 218.65 342.24

20 2419.76 268.86 268.86 537.72 268.86 420.83

25 2788.63 309.85 309.85 619.70 309.85 484.98

30 3234.42 359.38 359.38 718.76 359.38 562.51

35 3399.79 377.75 377.75 755.51 377.75 591.27

40 3803.57 422.62 422.62 845.24 422.62 661.49

45 4203.91 467.10 467.10 934.20 467.10 731.11

50 4600.69 511.19 511.19 1022.38 511.19 800.12

60 5066.19 562.91 562.91 1125.82 562.91 881.08

70 5828.17 647.57 647.57 1295.15 647.57 1013.59

80 6590.95 732.33 732.33 1464.66 732.33 1146.25

90 7350.13 816.68 816.68 1633.36 816.68 1278.28

100 7245.93 805.10 805.10 1610.21 805.10 1260.16

125 8930.2 992.24 992.24 1984.49 992.24 1553.08

150 10460.5 1162.28 1162.28 2324.56 1162.28 1819.22

175 11788.51 1309.83 1309.83 2619.67 1309.83 2050.18

200 13105.79 1456.20 1456.20 2912.40 1456.20 2279.27

250 15786.83 1754.09 1754.09 3508.18 1754.09 2745.54

300 18027.05 2003.01 2003.01 4006.01 2003.01 3135.14

420 24223.07 2691.45 2691.45 5382.90 2691.45 4212.71

540 30480.25 3386.69 3386.69 6773.39 3386.69 5300.91

660 36804.15 4089.35 4089.35 8178.70 4089.35 6400.72

780 43086.77 4787.42 4787.42 9574.84 4787.42 7493.35

900 48908.2 5434.24 5434.24 10868.49 5434.24 8505.77

1020 55536.12 6170.68 6170.68 12341.36 6170.68 9658.46

1140 61979.4 6886.60 6886.60 13773.20 6886.60 10779.03

STATEMENT IV

Including loading, unloading and stacking

SECTION-C: TRANSPORTATION 14

Lead in km Cost per trip Cement pay load

9.00 MT

Steel pay load 9.00

MT

Bulk Asphalt in

Bouzer pay load

4.50 MT

1 2 3 4 5

0.5 374.56 41.62 41.62 83.24

1 414.66 46.07 46.07 92.15

1.5 454.11 50.46 50.46 100.91

2 492.34 54.70 54.70 109.41

2.5 531.48 59.05 59.05 118.11

3 569.44 59.05 59.05 118.11

3.5 607.18 67.46 67.46 134.93

4 644.53 71.61 71.61 143.23

4.5 681.35 75.71 75.71 151.41

5 718.29 79.81 79.81 159.62

6 792.13 88.01 88.01 176.03

7 865.33 96.15 96.15 192.30

8 939.7 104.41 104.41 208.82

9 1008.86 112.10 112.10 224.19

10 1077.32 119.70 119.70 239.40

15 1349.8 149.98 149.98 299.96

20 1689.31 187.70 187.70 375.40

25 1946.01 216.22 216.22 432.45

30 2277.07 253.01 253.01 506.02

35 2462.38 273.60 273.60 547.20

40 2771.56 307.95 307.95 615.90

45 3079.02 342.11 342.11 684.23

50 3384.59 376.07 376.07 752.13

55 3377.44 375.27 375.27 750.54

65 3945.55 438.39 438.39 876.79

75 4519.84 502.20 502.20 1004.41

85 5087.04 565.23 565.23 1130.45

95 5285.99 587.33 587.33 1174.66

105 5816.45 646.27 646.27 1292.54

130 7139.53 793.28 793.28 1586.56

155 8483.53 942.61 942.61 1885.23

180 9802.79 1089.20 1089.20 2178.40

230 12460.19 1384.47 1384.47 2768.93

280 14725.47 1636.16 1636.16 3272.33

400 20932.42 2325.82 2325.82 4651.65

520 27224.64 3024.96 3024.96 6049.92

640 33458.33 3717.59 3717.59 7435.18

760 39636.61 4404.07 4404.07 8808.14

880 45830.2 5092.24 5092.24 10184.49

1000 51842.72 5760.30 5760.30 11520.60

1120 58117.94 6457.55 6457.55 12915.10

STATEMENT V

Excluding loading, unloading and stacking

SECTION-C: TRANSPORTATION 15

Lead in

km

Cost / trip Lime murum

building

rubbish

Earth Manure or

sludge

Excavated

rock

Sand stone

aggregate

40 mm &

below

Aggregate

40 mm &

above

Soling stone Concrete

block (form)

Timber

1 2 3 4 5 6 7 8 9 10 11

Pay load 6.0 cum 4.8 cum 5.52 cum 3.0 cum 5.75 cum 5.5 cum 4.7 cum 6.0 cum 5.0 cum

0.5 674.53 112.42 140.53 122.20 224.84 117.31 122.64 143.52 112.42 117.31

1 731.08 121.85 152.31 132.44 243.69 127.14 132.92 155.55 121.85 127.14

1.5 786.42 131.07 163.84 142.47 262.14 136.77 142.99 167.32 131.07 136.77

2 839.53 139.92 174.9 152.09 279.84 146.01 152.64 178.62 139.92 146.01

2.5 894.35 149.06 186.32 162.02 298.12 155.54 162.61 190.29 149.06 155.54

3 946.92 157.82 197.28 171.54 315.64 164.68 172.17 201.47 157.82 164.68

3.5 999.13 166.52 208.15 181.00 333.04 173.76 181.66 212.58 166.52 173.76

4 1050.63 175.11 218.88 190.33 350.21 182.72 191.02 223.54 175.11 182.72

4.5 1101.08 183.51 229.39 199.47 367.03 191.49 200.20 234.27 183.51 191.49

5 1151.77 191.96 239.95 208.65 383.92 200.31 209.41 245.06 191.96 200.31

6 1253.15 208.86 261.07 227.02 417.72 217.94 227.85 266.63 208.86 217.94

7 1353.35 225.56 281.95 245.17 451.12 235.37 246.06 287.95 225.56 235.37

8 1455.7 242.62 303.27 263.71 485.23 253.17 264.67 309.72 242.62 253.17

9 1548.38 258.06 322.58 280.50 516.13 269.28 281.52 329.44 258.06 269.28

10 1639.76 273.29 341.62 297.06 546.59 285.18 298.14 348.89 273.29 285.18

15 1967.87 327.98 409.97 356.50 655.96 342.24 357.79 418.70 327.98 342.24

20 2419.76 403.29 504.12 438.36 806.59 420.83 439.96 514.84 403.29 420.83

25 2788.63 464.77 580.96 505.19 929.54 484.98 507.02 593.33 464.77 484.98

30 3234.42 539.07 673.84 585.95 1078.14 562.51 588.08 688.17 539.07 562.51

35 3399.79 566.63 708.29 615.90 1133.26 591.27 618.14 723.36 566.63 591.27

40 3803.57 633.93 792.41 689.05 1267.86 661.49 691.56 809.27 633.93 661.49

45 4203.91 700.65 875.81 761.58 1401.30 731.11 764.35 894.45 700.65 731.11

50 4600.69 766.78 958.48 833.46 1533.56 800.12 836.49 978.87 766.78 800.12

60 5066.19 844.37 1055.46 917.79 1688.73 881.08 921.13 1077.91 844.37 881.08

70 5828.17 971.36 1214.2 1055.83 1942.72 1013.59 1059.67 1240.04 971.36 1013.59

80 6590.95 1098.49 1373.11 1194.01 2196.98 1146.25 1198.35 1402.33 1098.49 1146.25

90 7350.13 1225.02 1531.28 1331.55 2450.04 1278.28 1336.39 1563.86 1225.02 1278.28

100 7245.93 1207.66 1509.57 1312.67 2415.31 1260.16 1317.44 1541.69 1207.66 1260.16

125 8930.2 1488.37 1860.46 1617.79 2976.73 1553.08 1623.67 1900.04 1488.37 1553.08

150 10460.5 1743.42 2179.27 1895.02 3486.83 1819.22 1901.91 2225.64 1743.42 1819.22

175 11788.51 1964.75 2455.94 2135.60 3929.50 2050.18 2143.37 2508.19 1964.75 2050.18

200 13105.79 2184.3 2730.37 2374.24 4368.60 2279.27 2382.87 2788.47 2184.30 2279.27

250 15786.83 2631.14 3288.92 2859.93 5262.28 2745.54 2870.33 3358.90 2631.14 2745.54

300 18027.05 3004.51 3755.64 3265.77 6009.02 3135.14 3277.65 3835.54 3004.51 3135.14

420 24223.07 4037.18 5046.47 4388.24 8074.36 4212.71 4404.19 5153.84 4037.18 4212.71

540 30480.25 5080.04 6350.05 5521.78 10160.08 5300.91 5541.86 6485.16 5080.04 5300.91

660 36804.15 6134.03 7667.53 6667.42 12268.05 6400.72 6691.66 7830.67 6134.03 6400.72

780 43086.77 7181.13 8976.41 7805.57 14362.26 7493.35 7833.96 9167.40 7181.13 7493.35

900 48908.2 8151.37 10189.21 8860.18 16302.73 8505.77 8892.40 10406.00 8151.37 8505.77

1020 55536.12 9256.02 11570.03 10060.89 18512.04 9658.46 10097.48 11816.20 9256.02 9658.46

1140 61979.4 10329.9 12912.38 11228.15 20659.80 10779.03 11268.98 13187.11 10329.90 10779.03

STATEMENT VI


SECTION-C :TRANSPORTATION 16

Lead in

km

Cost / trip Cement

stone

block, GI CI

CC AC

Pipes

below 120

mm dia

Tar

bitumenn

Asphalt

roofing felt &

Flooring

Asphalt etc.

Steam coal Matting

thatching

bambu

ceiling

board

rubber PVC

pipes fittings

Sheet & plate

glass in

packs Paints

& Distempers

AC Sheets &

fittings iron

fittings and

iron sheets

Bricks

modular

bricks &

Traditional

bricks

Tiles half

round tiles &

Roofing tiles

cement

flooring tiles

Glass

blocks

(hollow)

200x200

x120 mm

Empty

cement bags

1 2 3 4 5 6 7 8 9 10 11

Pay load 7.0 Mt 4.5 MT 5.5 MT 3.0 MT 7.0 MT 3500 No. 3200 No. 1000 No. 2000 No.

Unit per 1 M.T. per 1 M.T. per 1 M.T. per 1 M.T. per 1 M.T. per 1000 Nos.per 1000 Nos.per 1000 Nos.per 1000 Nos.

0.5 674.53 96.36 149.90 122.64 224.84 96.36 192.72 210.79 67.45 337.27

1 731.08 104.44 162.46 132.92 243.69 104.44 208.88 228.46 73.11 365.54

1.5 786.42 112.35 174.76 142.99 262.14 112.35 224.69 245.76 78.64 393.21

2 839.53 119.93 186.56 152.64 279.84 119.93 239.87 262.35 83.95 419.77

2.5 894.35 127.76 198.74 162.61 298.12 127.76 255.53 279.48 89.44 447.18

3 946.92 135.27 210.43 172.17 315.64 135.27 270.55 295.91 94.69 473.46

3.5 999.13 142.73 222.03 181.66 333.04 142.73 285.47 312.23 99.91 499.57

4 1050.63 150.09 233.47 191.02 350.21 150.09 300.18 328.32 105.06 525.32

4.5 1101.08 157.30 244.68 200.20 367.03 157.30 314.59 344.09 110.11 550.54

5 1151.77 164.54 255.95 209.41 383.92 164.54 329.08 359.93 115.18 575.89

6 1253.15 179.02 278.48 227.85 417.72 179.02 358.04 391.61 125.32 626.58

7 1353.35 193.34 300.74 246.06 451.12 193.34 386.67 422.92 135.34 676.68

8 1455.70 207.96 323.49 264.67 485.23 207.96 415.91 454.91 145.57 727.85

9 1548.38 221.20 344.08 281.52 516.13 221.20 442.39 483.87 154.84 774.19

10 1639.76 234.25 364.39 298.14 546.59 234.25 468.50 512.43 163.98 819.88

15 1967.87 281.12 437.30 357.79 655.96 281.12 562.25 614.96 196.79 983.94

20 2419.76 345.68 537.72 439.96 806.59 345.68 691.36 756.18 241.98 1209.88

25 2788.63 398.38 619.70 507.02 929.54 398.38 796.75 871.45 278.86 1394.32

30 3234.42 462.06 718.76 588.08 1078.14 462.06 924.12 1010.76 323.44 1617.21

35 3399.79 485.68 755.51 618.14 1133.26 485.68 971.37 1062.43 339.98 1699.90

40 3803.57 543.37 845.24 691.56 1267.86 543.37 1086.73 1188.62 380.36 1901.79

45 4203.91 600.56 934.20 764.35 1401.30 600.56 1201.12 1313.72 420.39 2101.96

50 4600.69 657.24 1022.38 836.49 1533.56 657.24 1314.48 1437.72 460.07 2300.35

60 5066.19 723.74 1125.82 921.13 1688.73 723.74 1447.48 1583.18 506.62 2533.10

70 5828.17 832.60 1295.15 1059.67 1942.72 832.60 1665.19 1821.30 582.82 2914.09

80 6590.95 941.56 1464.66 1198.35 2196.98 941.56 1883.13 2059.67 659.10 3295.48

90 7350.13 1050.02 1633.36 1336.39 2450.04 1050.02 2100.04 2296.92 735.01 3675.07

100 7245.93 1035.13 1610.21 1317.44 2415.31 1035.13 2070.27 2264.35 724.59 3622.97

125 8930.20 1275.74 1984.49 1623.67 2976.73 1275.74 2551.49 2790.69 893.02 4465.10

150 10460.50 1494.36 2324.56 1901.91 3486.83 1494.36 2988.71 3268.91 1046.05 5230.25

175 11788.51 1684.07 2619.67 2143.37 3929.50 1684.07 3368.15 3683.91 1178.85 5894.26

200 13105.79 1872.26 2912.40 2382.87 4368.60 1872.26 3744.51 4095.56 1310.58 6552.90

250 15786.83 2255.26 3508.18 2870.33 5262.28 2255.26 4510.52 4933.38 1578.68 7893.42

300 18027.05 2575.29 4006.01 3277.65 6009.02 2575.29 5150.59 5633.45 1802.71 9013.53

420 24223.07 3460.44 5382.90 4404.19 8074.36 3460.44 6920.88 7569.71 2422.31 12111.54

540 30480.25 4354.32 6773.39 5541.86 10160.08 4354.32 8708.64 9525.08 3048.03 15240.13

660 36804.15 5257.74 8178.70 6691.66 12268.05 5257.74 10515.47 11501.30 3680.42 18402.08

780 43086.77 6155.25 9574.84 7833.96 14362.26 6155.25 12310.51 13464.62 4308.68 21543.39

900 48908.20 6986.89 10868.49 8892.40 16302.73 6986.89 13973.77 15283.81 4890.82 24454.10

1020 55536.12 7933.73 12341.36 10097.48 18512.04 7933.73 15867.46 17355.04 5553.61 27768.06

1140 61979.40 8854.20 13773.20 11268.98 20659.80 8854.20 17708.40 19368.56 6197.94 30989.70

STATEMENT VII



100 mm 125 mm 150 mm 200 mm 250 mm 300 mm 300 & 400

mm

450 & 500

mm

600, 700 &

750 mm

800, 900 &

1000 mm

1200 & 1800

MM

Pay load

in Rmt

292.8 219.6 183 109.8 80.52 62.22 54.9 29.28 18.183 15 5

1 2 3 4 5 6 7 8 9 10 11 12 13

0.5 674.53 230.37 307.16 368.60 614.33 837.72 1084.10 1228.65 2303.72 3685.96 4496.87 13490.60

1 731.08 249.69 332.91 399.50 665.83 907.95 1174.99 1331.66 2496.86 3994.97 4873.87 14621.60

1.5 786.42 268.59 358.11 429.74 716.23 976.68 1263.93 1432.46 2685.86 4297.38 5242.80 15728.40

2 839.53 286.72 382.30 458.76 764.60 1042.64 1349.29 1529.20 2867.25 4587.60 5596.87 16790.60

2.5 894.35 305.45 407.26 488.72 814.53 1110.72 1437.40 1629.05 3054.47 4887.16 5962.33 17887.00

3 946.92 323.40 431.20 517.44 862.40 1176.01 1521.89 1724.81 3234.02 5174.43 6312.80 18938.40

3.5 999.13 341.23 454.98 545.97 909.95 1240.85 1605.80 1819.91 3412.33 5459.73 6660.87 19982.60

4 1050.63 358.82 478.43 574.11 956.86 1304.81 1688.57 1913.72 3588.22 5741.15 7004.20 21012.60

4.5 1101.08 376.05 501.40 601.68 1002.81 1367.46 1769.66 2005.61 3760.52 6016.83 7340.53 22021.60

5 1151.77 393.36 524.49 629.38 1048.97 1430.41 1851.13 2097.94 3933.64 6293.83 7678.47 23035.40

6 1253.15 427.99 570.65 684.78 1141.30 1556.32 2014.06 2282.60 4279.88 6847.81 8354.33 25063.00

7 1353.35 462.21 616.28 739.54 1232.56 1680.76 2175.10 2465.12 4622.10 7395.36 9022.33 27067.00

8 1455.70 497.17 662.89 795.46 1325.77 1807.87 2339.60 2651.55 4971.65 7954.64 9704.67 29114.00

9 1548.38 528.82 705.09 846.11 1410.18 1922.98 2488.56 2820.36 5288.18 8461.09 10322.53 30967.60

10 1639.76 560.03 746.70 896.04 1493.41 2036.46 2635.42 2986.81 5600.27 8960.44 10931.73 32795.20

15 1967.87 672.09 896.12 1075.34 1792.23 2443.95 3162.76 3584.46 6720.87 10753.39 13119.13 39357.40

20 2419.76 826.42 1101.89 1322.27 2203.79 3005.17 3889.04 4407.58 8264.21 13222.73 16131.73 48395.20

25 2788.63 952.40 1269.87 1523.84 2539.74 3463.28 4481.89 5079.47 9524.01 15238.42 18590.87 55772.60

30 3234.42 1104.65 1472.87 1767.44 2945.74 4016.92 5198.36 5891.48 11046.52 17674.43 21562.80 64688.40

35 3399.79 1161.13 1548.17 1857.81 3096.35 4222.29 5464.14 6192.70 11611.30 18578.09 22665.27 67995.80

40 3803.57 1299.03 1732.04 2078.45 3464.09 4723.76 6113.10 6928.18 12990.33 20784.54 25357.13 76071.40

45 4203.91 1435.76 1914.35 2297.22 3828.70 5220.95 6756.53 7657.40 14357.62 22972.19 28026.07 84078.20

50 4600.69 1571.27 2095.03 2514.04 4190.06 5713.72 7394.23 8380.13 15712.74 25140.38 30671.27 92013.80

60 5066.19 1730.26 2307.01 2768.41 4614.02 6291.84 8142.38 9228.03 17302.56 27684.10 33774.60 101323.80

70 5828.17 1990.50 2653.99 3184.79 5307.99 7238.16 9367.04 10615.97 19904.95 31847.92 38854.47 116563.40

80 6590.95 2251.01 3001.34 3601.61 6002.69 8185.48 10592.98 12005.37 22510.08 36016.12 43939.67 131819.00

90 7350.13 2510.29 3347.05 4016.46 6694.11 9128.33 11813.13 13388.21 25102.90 40164.64 49000.87 147002.60

100 7245.93 2474.70 3299.60 3959.52 6599.21 8998.92 11645.66 13198.42 24747.03 39595.25 48306.20 144918.60

125 8930.20 3049.93 4066.58 4879.89 8133.15 11090.66 14352.62 16266.30 30499.32 48798.91 59534.67 178604.00

150 10460.50 3572.58 4763.43 5716.12 9526.87 12991.18 16812.12 19053.73 35725.75 57161.20 69736.67 209210.00

175 11788.51 4026.13 5368.17 6441.81 10736.35 14640.47 18946.50 21472.70 40261.30 64418.09 78590.07 235770.20

200 13105.79 4476.02 5968.03 7161.63 11936.06 16276.44 21063.63 23872.11 44760.21 71616.34 87371.93 262115.80

250 15786.83 5391.68 7188.90 8626.68 14377.81 19606.10 25372.60 28755.61 53916.77 86266.83 105245.53 315736.60

300 18027.05 6156.78 8209.04 9850.85 16418.08 22388.29 28973.08 32836.16 61567.79 98508.47 120180.33 360541.00

420 24223.07 8272.91 11030.54 13236.65 22061.08 30083.30 38931.32 44122.17 82729.06 132366.50 161487.13 484461.40

540 30480.25 10409.92 13879.90 16655.87 27759.79 37854.26 48987.87 55519.58 104099.21 166558.74 203201.67 609605.00

660 36804.15 12569.72 16759.63 20111.56 33519.26 45708.08 59151.64 67038.52 125697.23 201115.57 245361.00 736083.00

780 43086.77 14715.43 19620.57 23544.68 39241.14 53510.64 69249.07 78482.28 147154.27 235446.83 287245.13 861735.40

900 48908.20 16703.62 22271.49 26725.79 44542.99 60740.44 78605.27 89085.97 167036.20 267257.92 326054.67 978164.00

1020 55536.12 18967.25 25289.67 30347.61 50579.34 68971.83 89257.67 101158.69 189672.54 303476.07 370240.80 1110722.40

1140 61979.40 21167.83 28223.77 33868.52 56447.54 76973.92 99613.31 112895.08 211678.28 338685.25 413196.00 1239588.00

STATEMENT VIII


Cost / trip R.C.C. STEEL CYLINDER, R.C PIPES, C.I. PIPES,, UNREINFORCED CEMENT PIPES, PRECAST COCRETE PIPESLead in

km

UNIT PER 100 RMT


Lead in

km

Cost/trip 100 mm 150 mm 200 mm 230 mm 250 mm 300 mm 350 mm 400 mm

480 m 240 m 135 m 105 m 84 m 66 m 43 m 27 m

1 2 3 4 5 6 7 8 9 10

0.5 674.53 140.53 281.05 499.65 642.41 803.01 1022.02 1568.67 2498.26

1 731.08 152.31 304.62 541.54 696.27 870.33 1107.7 1700.19 2707.7

1.5 786.42 163.84 327.68 582.53 748.97 936.21 1191.55 1828.88 2912.67

2 839.53 174.9 349.8 621.87 799.55 999.44 1272.02 1952.4 3109.37

2.5 894.35 186.32 372.65 662.48 851.76 1064.7 1355.08 2079.88 3312.41

3 946.92 197.28 394.55 701.42 901.83 1127.29 1434.73 2202.14 3507.11

3.5 999.13 208.15 416.3 740.1 951.55 1189.44 1513.83 2323.56 3700.48

4 1050.6 218.88 437.76 778.24 1000.6 1250.75 1591.86 2443.33 3891.22

4.5 1101.1 229.39 458.78 815.61 1048.65 1310.81 1668.3 2560.65 4078.07

5 1151.8 239.95 479.9 853.16 1096.92 1371.15 1745.11 2678.53 4265.81

6 1253.2 261.07 522.15 928.26 1193.48 1491.85 1898.71 2914.3 4641.3

7 1353.4 281.95 563.9 1002.48 1288.9 1611.13 2050.53 3147.33 5012.41

8 1455.7 303.27 606.54 1078.3 1386.38 1732.98 2205.61 3385.35 5391.48

9 1548.4 322.58 645.16 1146.95 1474.65 1843.31 2346.03 3600.88 5734.74

10 1639.8 341.62 683.23 1214.64 1561.68 1952.1 2484.48 3813.4 6073.19

15 1967.9 409.97 819.95 1457.68 1874.16 2342.7 2981.62 4576.44 7288.41

20 2419.8 504.12 1008.23 1792.41 2304.53 2880.67 3666.3 5627.35 8962.07

25 2788.6 580.96 1161.93 2065.65 2655.84 3319.8 4225.2 6485.19 10328.26

30 3234.4 673.84 1347.68 2395.87 3080.4 3850.5 4900.64 7521.91 11979.33

35 3399.8 708.29 1416.58 2518.36 3237.9 4047.37 5151.2 7906.49 12591.81

40 3803.6 792.41 1584.82 2817.46 3622.45 4528.06 5762.98 8845.51 14087.3

45 4203.9 875.81 1751.63 3114.01 4003.72 5004.65 6369.56 9776.53 15570.04

50 4600.7 958.48 1916.95 3407.92 4381.61 5477.01 6970.74 10699.28 17039.59

60 5066.2 1055.46 2110.91 3752.73 4824.94 6031.18 7676.05 11781.84 18763.67

70 5828.2 1214.2 2428.4 4317.16 5550.64 6938.3 8830.56 13553.88 21585.81

80 6591 1373.11 2746.23 4882.19 6277.1 7846.37 9986.29 15327.79 24410.93

90 7350.1 1531.28 3062.55 5444.54 7000.12 8750.15 11136.56 17093.33 27222.7

100 7245.9 1509.57 3019.14 5367.36 6900.89 8626.11 10978.68 16851 26836.78

125 8930.2 1860.46 3720.92 6614.96 8504.95 10631.19 13530.61 20767.91 33074.81

150 10461 2179.27 4358.54 7748.52 9962.38 12452.98 15849.24 24326.74 38742.59

175 11789 2455.94 4911.88 8732.23 11227.15 14033.94 17861.38 27415.14 43661.15

200 13106 2730.37 5460.75 9707.99 12481.7 15602.13 19857.26 30478.58 48539.96

250 15787 3288.92 6577.85 11693.95 15035.08 18793.85 23919.44 36713.56 58469.74

300 18027 3755.64 7511.27 13353.37 17168.62 21460.77 27313.71 41923.37 66766.85

420 24223 5046.47 10092.95 17943.01 23069.59 28836.99 36701.62 56332.72 89715.07

540 30480 6350.05 12700.1 22577.96 29028.81 36286.01 46182.2 70884.3 112889.81

660 36804 7667.53 15335.06 27262.33 35051.57 43814.46 55763.86 85591.05 136311.67

780 43087 8976.41 17952.82 31916.13 41035.02 51293.77 65282.98 100201.79 159580.63

900 48908 10189.21 20378.42 36228.3 46579.24 58224.05 74103.33 113740 181141.48

1020 55536 11570.03 23140.05 41137.87 52891.54 66114.43 84145.64 129153.77 205689.33

1140 61979 12912.38 25824.75 45910.67 59028 73785 93908.18 144138.14 229553.33

STONEWARE PIPES

STATEMENT IX


Unit Per 100 Rmt

Pay Load


I) C.I.Pipes (IS:1536-1989)

LA A B

80 16.00 17.38 18.46

100 19.82 21.82 23.27

125 25.82 28.18 30.36

150 32.10 35.27 38.00

200 47.09 51.09 55.27

250 63.45 69.09 74.73

300 81.82 89.45 96.91

350 103.09 111.82 121.27

400 125.45 137.09 140.00

450 151.27 166.10 179.27

500 177.09 192.91 208.73

600 236.00 257.64 335.01

700 304.55 335.73 359.45

750 341.09 372.91 404.55

800 381.00 416.00 450.00

900 465.09 507.45 549.80

1000 558.73 610.36 659.64

STATEMENT SHOWING STANDARD WEIGHTS OF PIPES TO BE FOLLOWED FOR

CARTING OF VARIOUS DIAMETERS AND TYPES OF PIPES

Diameter of pipes

in mm

Class of pipes and its weights in kg. per meter length

SECTION-C :tRANSPORTATION 20

II) D.I. PIPES

1) Barrel Mass as per IS : 8329-1994

2) Socket Mass as per IS : 8329-1994

3) Cement Mortar Lining Weights as per ISO : 4179-1985

4M 5M 5.50M 6M

80 mm wt. of D.I. pipe / M 13.00 13.00 12.91 12.67

weight morter / m 1.56 1.56 1.56 1.56

Total wt. / M 14.56 14.56 10.47 14.23

100 mm wt. of D.I. pipe / M 16.25 16.00 16.00 15.86

weight morter / m 1.93 1.93 1.93 1.93

Total wt. / M 18.18 17.93 17.93 17.76

125 mm wt. of D.I. pipe / M 20.50 20.00 20.00 19.83

weight morter / m 2.45 2.42 2.42 2.42

Total wt. / M 22.92 22.42 22.42 22.25

150 mm wt. of D.I. pipe / M 24.75 24.20 24.18 24.00

weight morter / m 2.90 2.90 2.90 2.90

Total wt. / M 27.65 27.10 27.08 26.90

200 mm wt. of D.I. pipe / M 33.25 32.60 33.54 32.33

weight morter / m 3.88 3.88 3.88 3.88

Total wt. / M 37.13 36.48 36.42 36.21

250 mm wt. of D.I. pipe / 43.75 43.00 42.73 42.50

M weight morter / m 4.84 4.84 4.84 4.84

Total wt. / M 88.59 47.84 47.57 47.34

300 mm wt. of D.I. pipe / M 55.50 54.60 54.18 53.83

weight morter / m 5.80 5.80 5.80 5.80

Total wt. / M 61.30 60.40 59.98 59.63

350 mm wt. of D.I. pipe / M 69.25 68.00 67.45 67.17

weight morter / m 12.12 12.12 12.12 12.12

Total wt. / M 81.37 80.12 79.57 79.29

400 mm wt. of D.I. pipe / M 82.75 81.40 80.91 80.33

weight morter / m 13.82 13.82 13.82 13.82

Nominal dia meterWeight / M Length of D.I. K-9 Pipes of

STATEMENT SHOWING THE TOTAL WEIGHTS OF VARIOUS DIA D.I.K-9 PIPES

INCLUDING WEIGHT OF MORTER LINING PER LENGTH


4M 5M 5.50M 6M

Total wt. / M 96.57 95.22 94.73 94.15

450 mm wt. of D.I. pipe / M 98.75 97.00 96.36 95.83

weight morter / m 15.53 15.53 15.53 15.53

Total wt. / M 114.28 112.53 111.89 111.36

500 mm wt. of D.I. pipe / M 115.00 112.80 112.00 111.50

weight morter / m 17.26 17.26 17.26 17.26

Total wt. / M 132.26 130.06 129.26 128.76

600 mm wt. of D.I. pipe / M 152.00 149.00 147.82 147.00

weight morter / m 320.75 20.75 320.75 320.75

Total wt. / M 172.73 169.73 168.55 167.73

700 mm wt. of D.I. pipe / M 193.75 189.80 188.36 187.70

weight morter / m 29.45 29.45 29.45 29.45

Total wt. / M 223.20 219.25 217.81 217.25

750 mm wt. of D.I. pipe / M 217.50 213.00 211.45 210.00

weight morter / m 31.56 31.56 31.56 31.56

Total wt. / M 249.06 244.56 243.01 241.56

800 mm wt. of D.I. pipe / M 240.75 235.80 233.82 232.33

weight morter / m 33.69 33.69 33.69 33.69

Total wt. / M 274.44 269.49 267.51 265.92

900 mm wt. of D.I. pipe / M 292.75 286.20 283.82 281.83

weight morter / m 37.89 37.89 37.89 37.89

Total wt. / M 330.64 324.09 321.71 319.72

1000 mm wt. of D.I. pipe / M 3495.75 341.60 338.55 336.17

weight morter / m 42.08 42.08 42.08 42.08

Total wt. / M 391.83 383.68 380.63 378.25

Note:

These weights are as per the circular issued by Superintending Engineer, (HQ) vide

Nominal dia meterWeight / M Length of D.I. K-9 Pipes of


III) M.S. Pipes

IV) A.C. Pressure Pipes (ISO-160)

Class 5 Class 10 Class 15 Class 20

80 6.00 6.20 6.40 6.80

100 7.60 7.70 8.20 10.30

125 9.57 9.80 11.00 13.30

150 11.87 12.20 15.30 19.00

200 15.57 19.30 25.60 32.70

250 19.25 25.20 32.70 41.50

300 24.97 32.30 45.10 58.10

350 39.77 47.52 55.27 71.42

400 49.20 60.20 71.36 93.10

450 56.92 70.27 83.63 111.37

500 72.84 89.54 104.25 136.52

600 102.50 137.32 148.35 193.16

Diameter of pipes in

mm

Class of pipes and its weights in kg per meter length

STATEMENT SHOWING STANDARD WEIGHTS TO BE FOLLOWED FOR CARTING OF

VARIOUS DIAMETERS AND TYPES OF PIPES

Note: Weight of M.S. pipes is to be computed by considering density of steel as 7850

kg/cum considering the diameter and thickness of plate used for manufacturing of M.S.

pipes


V) P.V.C. Pipes (IS:4985-1988)

63

75

90

110

140

160

180

200

225

250

280

315

VI) R.C.C. Pipes

P-1 P-2 P-3 NP-2 NP-3 NP-4

100 23.56 23.56 23.56 21.20 21.20 21.20

150 33.00 33.00 33.00 29.40 29.40 29.40

200 42.10 42.10 42.10 37.90 37.90 37.90

250 51.84 63.40 75.18 57.10 67.60 77.20

300 74.64 102.50 117.10 92.25 105.40 119.10

350 92.28 134.30 168.10 120.80 151.30 170.20

400 104.16 169.60 208.10 152.60 187.30 212.40

450 127.92 188.70 235.23 169.90 211.70 240.80

500 141.36 229.90 261.37 206.90 235.23 270.50

600 192.96 305.70 313.64 275.10 282.27 320.20

700 225.59 325.80 365.92 293.20 329.32 370.90

800 257.82 345.19 418.19 310.60 376.30 425.40

900 290.00 389.58 470.47 350.60 423.00 482.30

1000 322.28 443.98 510.00 399.80 459.00 531.40

Diameter of pipe

in mm


8.34 12.16 19.80

10.55 15.37 25.00

5.48 7.84 12.56

6.63 10.19 15.31

3.56 5.07 8.10

4.26 7.00 10.20

2.13 3.10 4.99

2.78 3.92 6.56

1.44

0.92 1.33 2.05

1.32 1.89 3.08

Diameter of pipe

in mm


4.00 sq.cm 6.00 sq.cm 10.00 sq.cm

0.47 0.67 1.01

0.67 0.93


VII) P.S.C. Pipes of all classes and B.W.S.C. Pipes of all classes

VIII) Stoneware Pipes

IX) G.I. Pipes

Light (Blue) Medium (Yellow) Heavy (Red)

15 0.96 1.23 1.46

20 1.42 1.59 1.91

25 2.03 2.40 2.99

32 2.61 3.17 3.97

40 3.29 3.65 4.47

50 4.18 5.16 6.24

65 5.92 6.63 8.02

80 6.98 8.64 10.30

100 10.20 12.40 14.70

125 -- 16.70 18.30

150 -- 19.70 21.80

Diameter of pipes in

mm


225 23.70 kg/each

250 27.57 kg/each

300 43.60 kg/each

100 8.70 kg/each

150 15.00 kg/each

200 20.85 kg/each

1800 2205.50 kg/km

Diameter of pipes in mm Weight of 0.60 M long pipe in kg per pipe

Diameter of pipes in mm Weight of pipe per meter length for all classes

350 197.50 kg/km

400 240.00 kg/km

450 257.50 kg/km

1600 1767.50 kg/km

1700 1987.50 kg/km

1400 1370.00 kg/km

1500 1560.00 kg/km

1200 1115.00 kg/km

1300 1190.00 kg/km

1000 825.00 kg/km

1100 947.50 kg/km

800 582.50 kg/km

900 705.00 kg/km

600 375.00 kg/km

700 432.50 kg/km

500 292.50 kg/km


SECTION-D- CEMENT CONSUMPTION

Sr. No. Item of Works Unit

Standard

Cement

Consumption

A. P.C.C. & R.C.C. Works

1:½:1 (M-300) with finishing in CM 1:3 proportion Cum 9.20 bags

1:½:2 (M-250) with finishing in CM 1:3 proportion Cum 8.50 bags

1:1½:3 (M-200) with finishing in CM 1:3 proportion Cum 6.90 bags

1:1½:3 (M-200) without finishing Cum 6.80 bags

1:2:4 (M-150) without finishing in CM 1:3 proportion Cum 5.90 bags

1:2:4 (M-150) without finishing Cum 5.80 bags

B. Brick Masonry Works

B.B. Masonry - IInd sort in CM 1:6 proportion Cum 1.44 bags



Half brick walls in CM 1:4 proportion Cum 0.22 bags

C. Half brick walls in CM 1:4 proportion

Stone Masonry Works

U.C.R. Masonry - IInd sort in CM 1:6 proportion Cum 1.77 bags

U.C.R. Masonry - IInd sort in CM 1:4 proportion Cum 2.65 bags

Ramdom Rubble Masonry - IInd sort in CM 1:6 proportionCum 1.77 bags

Ramdom Rubble Masonry - IInd sort in CM 1:4 proportionCum 2.65 bags

C.R. Masonry - IInd sort in CM 1:4 proportion Cum 2.45 bags

C.R. Masonry - IInd sort in CM 1:6 proportion Cum 1.50 bags

D. Water Proofing Works

1Damp-proof course 50 mm thick in 1:2:4 proportion with

bituman layer W.P. compoundSqm. 0.35 bags

Integral finishing to newly laid slab in CM 1:3 proportion with

W.P. CompoundSqm. 0.06 bags

Water Proofing treatment over old slab with W.P. cement

slurry as tack coat 12 mm thick, W.P. plaster in CM 1:3

proportion, brick bat coba average 9.50 cm thick in CM 1:6

proportion and 20 mm thick W.P. cement plaster over it in CM

1:3 proportion and finishing with cement slurry with novelling

Sqm. 0.37 bags

STANDARD CEMENT CONSUMPTION TO BE FOLLOWED FOR VARIOUS ITEMS OF

WORKS

Section-D-Cement Consumption 26

Sr. No. Item of Works Unit

Standard

Cement

Consumption

E. Plastering and Pointing Works

i) 12 mm thick plaster

CM 1:2 proportion Sqm. 0.16 bags



ii) 20 mm thick plaster




iii) 25 mm thick plaster




iv) Cement pointing in CM 1:3 proportion Sqm. 0.03 bags

v) Tuck cement pointing in CM 1:3 proportion Sqm. 0.05 bags

vi) Sand faced plaster in CM 1:4 proportion including base

coat 15 mm thick in CM 1:4 proportion with W.P.

compound

Sqm. 0.22 bags

vii) Rough cast cement plaster in CM1:4 proportion in two

coats.Sqm. 0.22 bags

F. Flooring Works

i) I.P.S. flooring - 40 mm thick Sqm. 0.30 bags

i) I.P.S. flooring - 50 mm thick Sqm. 0.37 bags

i) Rough Shahabad - any other similar flooring in CM 1:4

proportion bedding Sqm. 0.15 bags

iv) All types of cement / kadappa / polished / mosaic tiles

flooring or skirting / dado set on CM 1:4 proportion bedding Sqm. 0.18 bags

v) Glazed / Ceramic tiles flooring or skirting / dado fixed with

plain cement slurrySqm. 0.22 bags

Section-D-Cement Consumption 27

Sr No Item Description Unit Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Excavation for foundation / pipe trenches in

earth, soils of all types, sand, gravel and soft

murum, including removing the excavated

material upto a distance of 50 metres and lifts as

below, stacking and spreading as directed, manual

dewatering, preparing the bed for foundation and

excluding backfilling, etc. complete.

(Bd-A-1/259)

Lift 0 to 1.5 M Cu.m 128.00 127.00

2 Excavation for foundation / pipe trenches in hard

murum including removing the excavated material

upto a distace of 50 M and lifts as below, stacking

and spreading as directed by Engineer-in-charge,

normal dewatering, preparing the bed for

foundation and excluding backfilling, etc.

complete.

(Bd-A2/259)

Lift 0 to 1.5 M Cu.m 143.00 142.20


murum and boulders, W.B.M. road including

removing the excavated material upto a distance of

50 M beyond the area and lifts as below, stacking

and spreading as directed by Engineer-in-charge,

normal dewatreing, preparing the bed for

foundation and excluding backfilling, etc.

complete.

(Bd-A-3/259)

Lift 0 to 1.5 M Cu.m 160.00 157.20

4 Add for every additional lift of 1.5 M beyond initial

lift of 1.5 M for Item Nos. 1 to 3

Cu.m 11.75 11.75

5 Excavation for foundation / pipe trenches in soft

rock and old cement and lime masonry

foundation asphalt road by all means including

removing the excavated material upto a distance of

50 M beyond area and lifts as below, stacking as

directed by Engineer-in-charge, normal

dewatering, preparing the bed for foundation and

excluding backfilling, etc. complete.

( Bd-A-4/259)

Lift 0 to 1.5 M Cu.m 449.00 398.50

Section - E- Excavation

Section-E- Excavation 28


(in Rs.)

2012-2013

LABOUR

INVOLVED


rock by controlled blasting, including trimming

and levelling the bed by chiselling where necessary

and removing the excavated material and stacking

it in measurable heaps within a distance of 50

metres from the area and lifts as below, normal

dewatering, excluding backfilling, etc. complete.

(Bd-A-5/259)

Lift 0 to 1.5 M Cu.m 599.00 501.80


rock and concrete road by chiselling, wedging,

line drilling, by mechanical means or by all means

other than blasting including trimming and

levelling the bed, removing the excavated material

upto a distance of 50 metres beyond the area and

lifts as below, stacking as directed by Engineer-in-

charge, normal dewatering, excluding backfilling,

etc. complete by all means.

(Bd-A-1/259)

Lift 0 to 1.50 M Cu.m 838.00 829.60

8 Excavation for foundation /pipe trenches in Slush

Muddy/ Marshy /Slushy /Soil including use of

poclain, labour for dewatering during execution

including removing the excavated material upto a

distance of 50 metres and lifts as below, stacking

and spreading as directed, preparing the bed by

cleaning the mud, labour required for execution for

shutterng item but excluding back filling etc.

complete. Providing and fixing shuttering shall be

paid separately.

Lift 0 to 1.5 M Cu.m 320.00 187.60

9 Add for every additional lift of 1.5 M beyond initial

lift of 1.5 M for Item Nos 5 to 9

Cu.m 21.40 21.40

HEAD WORKS

10 Excavation in general in soft material comprising

of soft soil, soft murum, sand, hard murum with

boulders in wet or dry condition for Head Works

i.e. Intake Well, Connecting Pipe, Jack Well, Pump

House, Supply Well, etc. for lift 0 to 1.5 M and lead

of 150 M including baricating, gurading, disposing

off surplus excavated stuff within a radius of 0.5

km. as



(in Rs.)

2012-2013

LABOUR

INVOLVED

directed by Engineer-in- charge, etc. complete

excluding refilling.

a) For Head Works on river or dam submergence for

initial lift of 0 to 1.5 M

Cu.m 369.00 364.20

b) For Head works on nalla or any other site of GSDA

for initial Lift of 0 to 1.5M

Cum 259.00 256.10

c) Add for every additional lift of 1.5 M beyond initial

lift of 1.5 M

Cu.m 21.40 21.40

11 Excavation in general in hard material comprising

of soft rock, hard rock, Manjara rock, etc, by

blasting / controlled blasting, chiselling as

required in wet or dry condition for Head Works

i.e. Intake Well, Connecting Pipe, Jack Well, Pump

House, supply Well, etc. for lift 0 to 1.5 M and lead

of 150 M including baricading, guarding, disposing

off surplus excavated stuff within a radius of 0.5

km. as directed by Engineer-in-charge, excluding

refilling.

a) For Head Works on river or dam sub mergence for

initial lift of 0 to 1.5 M

Cu.m 790.00 618.80

b) For Head Works on nalla or any other site of GSDA

for initial lift of 0 to 1.5 M

Cum 545.00 397.40

c) Add for each additional lift to 1.5 M beyond initial

lift of 1.5 M

Cu.m 21.40 21.40

12 Excavation in general in soft material comprising

of soft soil, soft murum, sand, hard murum with

boulders in wet or dry condition for Head Works

and allied works by well sinking process for

average depth of 12 M and lead of 150 M including

shoring, barricading, guarding, refilling, disposing

of surplus excavated stuff as directed by Engineer-

in-charge, etc. complete.

a) Diameter upto and including 3 M Cu.m 712.00 675.50b) Diameter more than 3 M Cu.m 599.00 567.90

13 Desilting the Supply Well, Intake Well / Head

Works, sump of water supply/ sewerage works etc.

in wet or dry condition including lifts upto 10.5 M

and lead upto 150 M as required beyond the work

site, stacking, spreading, including necessary

guarding, etc. complete, as directed by Engineer-in-

charge. Cu.m 640.00 606.70

Add for every additional lift of 1.5 M beyond initial

lift of 10.50 M

Cu.m 19.25 18.30



(in Rs.)

2012-2013

LABOUR

INVOLVED

14 Dewatering the excavated trenches and pools of

water in the building trenches / pipeline trenches,

well works by using pumps and other devices

including disposing off water to safe distance as

directed by Engineer-in-charge (including cost of

machinery, labour, fuel), etc. complete. Bhp/Hr 59.90 10.60

i) The contractor at his request may allowed to

start construction of masonary steining so as not

to allow silting of well in oncoming mansoon and

while paying masonary, 25% amount shall be

withheld and released only when excavation to the

full depth is completed.

ii) Dewatering : Total dewatering charges are to be

proposed in tender as lumpsum amount and 75%

is payable for excavation and 25% is payable for

construction of well / gallery. Out of 75%

excavation breakup shall be as under

25% for last 1 Mtr. Depth.

20% for 2 M depth which just above last 1 M

depth.

15% for 2 M depth which just above last 3 M

depth.

15% for the rest of depth from water table level

The above conditions will restrict the tendancy of

agencies to avoid deeping of wells etc. to the

required depths.

15 Refilling the trenches with available excavated stuff

with soft material first over pipeline and then hard

material in 15 cm layers with all leads and lifts

including consolidation, surcharging, etc.

complete. Cu.m 59.00 57.20

16 Filling in plinth and floors murum bedding in

trenches with approved murum from excavated

materials from foundation 15cm to 20cm layers

including watering and compaction complete.

Cu.m 59.00 57.20

17 Filling in plinth and floors / trenches with

contractor’s murum for bedding in 15cm to 20cm

layers including watering and compaction

complete. Cu.m 548.00 60.60



(in Rs.)

2012-2013

LABOUR

INVOLVED

18 Providing dry trap / granite / quartzite / gneiss,

rubble stone soling in 15cm to 20 cm thick layers

(including hand packing and compacting), etc.

complete. Cu.m 838.00 185.90

19 Providing and filling in sand boxing in pipeline or

for foundation with sand of approved quality

including watering compaction, etc. complete.

Cu.m 875.00 146.20

20 Open timbering in trenches of depth more than 1.5

m for shoring and strutting including use of and

waste of all necessary timber works including

walling, strutts, open polling boards/ horizontal

sheeting, runners, etc. as may be necessary and

fixing and removal complete. (Measurements to be

taken of the face/area timbered)(NBO Item No. 4-

15 page No.59 )

a) Lift 0 to 1.5 M [ for non-water logged area ] Sq.m 202.00 3.10

Additional per Sqm. for further lifts of 1.5M each. Sq.m 27.00 12.00

b) Lift for 0 to 1.5 M [ For water logged area.] Sq.m 208.00 10.30

Additional per Sqm. for further lifts of 1.5M each Sq.m 20.30 5.80

Note:- For the trenches with more than 1.5 M

depth shoring if required from G.L. is to be done

and is payable from GL.


Sr No Item Description Unit

Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Providing and fixing mild steel grill work for

windows/ventilators of 20 Kg./Sqm. as per

drawings including necessary welding and painting

with one coat of anticorrosive paint and two coats

of oil painting, etc. complete.

(Bd-U-1/537) Sq.m 1613.00 80.40

2 Providing and fixing mild steel grill railing of 20

Kg./Sqm. with teak wood hand railing, still and

newel posts for staircase and including fabricating,

fixtures, erecting, painting the grill work with

approved oil paint and polishing the hand rail and

newel posts with French polish two coats, etc.

complete.

(Bd-U-2 /537) Sq.m 2355.00 218.50

3 Providing structural steel work in rolled

stanchions fixed with connecting plates or angle

cleats as in main and cross beams, hip and jack

rafters, purlins connecting to truss members and

like as per detailed desings and drawings or as

directed by Engineer-in-charge including cutting,

fabricating, hoisting, erecting, fixing in position,

making riveted / bolted /welded connections and

one coat of anticorrosive paints and over it two

coats of oil painting, etc. complete.

(Bd-C-3 /275) M.T 59054.00 5471.80

4 Providing stuctural steel work in single

stanchions composed of RSJ, channel, etc, with

caps, bases, mild steel plates, angles, brackets,

cleats, gusset plates, anchor bolts, etc. as per

detailed design and drawing or as directed by

Engineer-in-charge including cutting, fabrication,

hoisting, erecting, fixing in position, making

riveted/ bolted / welded connections and one coats

of anticorrosive paint and over it two coats of oil

painting, etc. complete.

(Bd-C-6 /277) M.T 57877.00 5087.60

Section - F- Iron And Structural Steel Work.

Section-F-Iron Structural Steel Work 33


Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

5 Providing structural steel work in rolled sections

like joists, channels, angles, tees, etc. as per

detailed designs and drawings including fixing in

position without connecting plates, braces, etc.

and one coat of anticorrosive paint and over it two

coats of oil painting, of approved quality and

shade, etc. complete.

(Bd-C-2 /275) M.T 60320.00 5652.40

6 Providing structural steel work in trusses, other

similar trussed purlins and members with all

bracing, gusset plates, etc. as per detailed design

and drawing or as directed by Engineer-in-charge

including cutting, fabricating, hoisting, erecting

and fixing in position, making reveted / bolted /

welded connections and one coat of anticorrosive

paint and over it two coat of oil painting, etc.

complete.

(Bd-C-8 /278) M.T 71547.00 12801.10

Section-F-Iron Structural Steel Work 34


(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Providing and laying in situ following grades of

Plain Cement concrete of trap/ granite/

quartzite/ gneiss metal for foundation and

bedding including normal dewatering, form work,

compaction and curing, etc, complete. Use of L &

T, A.C.C., Ambuja, Birla Gold, Manikgad,

Rajashree, etc. cement is permitted.)

(Bd-E-1 /287)

a In PCC M-100 Cu.m 3758.00 801.30b In PCC M-150 Cu.m 4233.00 802.50

2 Providing and laying in situ Cement concrete of

trap/granite/quartzite/ gneiss metal for RCC work

in foundation like raft, grillage, strip foundation

and footing of RCC columns and steel stanchions

including normal dewatering, 'plywood form work,

bully/steel propups, compaction, finishing and

curing, etc, complete. (By weigh batching and mix

design for M-250 and M-300 only. Use of L & T,

A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree,

etc. cement is permitted.) (excluding M.S. or Tor a In RCC M-150 Cu.m 5122.00 979.40b In RCC M-200 Cu.m 5214.00 972.80c In RCC M-250 Cu.m 5722.50 965.50d In RCC M-300 Cu.m 5951.40 963.80

3 Providing and casting in situ Cement Concrete of

trap/granite/quartzite/ gneiss metal of approved

quality for RCC work as per detailed drawings and

designs or as directed by Engineer-in-charge

including normal dewatering, centering, 'plywood

formwork, bully/steel prop-ups, compaction,

finishing the formed surfaces with CM 1:3 of

sufficient minimum thickness if special finish is to

be provided and curing, etc. complete. (By weigh

batching and mix design for M-250 and M-300

only. Use of L&T, A.C. C., Ambuja, Birla Gold,

Manikgad, Rajashree, etc. cement is permitted)

(excluding M.S, or Tor reinforcement)

a For RCC M-150 grade - all types of columns Cu.m 6524.00 963.40

b For RCC M-200 grade - all types of columns. Cu.m 6867.00 968.60

c For RCC M-250 grade - all types of columns. Cu.m 7439.00 972.00

d For RCC M-300 grade - all types of columns. Cu.m 7668.00 970.90




Section - G- Plain and Reinforced Cement Concrete

Section-C-Plain and Reinforced Cement Concrete 35


(in Rs.)

2012-2013

LABOUR

INVOLVED











a For RCC M-150 grade Beams/Braces/Lintels Cu.m 6558.00 972.50

b For RCC M-200 grade Beams/Braces/Lintels Cu.m 6867.00 968.40

c For RCC M-250 grade Beams/Braces/Lintels Cu.m 7325.00 960.60

d For RCC M-300 grade Beams/Braces/Lintels Cu.m 7668.00 974.20














a For RCC M-150 grade Slabs / Landings / Vertical

Walls / Waist Slabs / Steps for Staircase

Cu.m 6981.00 928.80

b For RCC M-200 grade Slabs / Landings / Vertical


Cu.m 7439.00 972.10

c For RCC M-250 grade Slabs / Landings / Vertical


Cu.m 8012.00 975.20

d For RCC M-300 grade Slabs / Landings / Vertical


Cu.m 8240.00 974.00













(in Rs.)

2012-2013

LABOUR

INVOLVED




a For RCC M-150 grade Chajjas / Parapets /

Curtain Walls / Partition Walls / Pardies

Cu.m 6981.00 938.10

b For RCC M-200 grade Chajjas / Parapets /


Cu.m 7439.00 958.20

c For RCC M-250 grade Chajjas / Parapets /


Cu.m 8012.00 962.40

d For RCC M-300 grade Chajjas / Parapets /


Cum 8240.00 961.50














a For RCC M-150 grade - Domes Cu.m 7554.00 971.10

b For RCC M-200 grade - Domes Cu.m 7668.00 946.70

c For RCC M-250 grade - Bottom Domes only Cu.m 8355.00 964.70

d For RCC M-300 grade - Bottom Domes only Cu.m 8584.00 963.90

8 Providing and fixing in position steel bar

reinforcement of various diameters for RCC piles,

caps, footings, foundations, slabs, beams,

columns, canopies, staircases. newels, chajjas,

lintels, pardies, copings, fins, arches, etc. as per

detailed designs, drawings and schedules;

including cutting, bending, hooking the bars,

binding with wires or tack welding and supporting

as required, etc. complete.

(including cost of binding wire).

a Mild Steel M.T. 58568.00 5321.00

b Tor Steel M.T 58568.00 5321.00

c Corrosion Resistant steel (Fe 500) M.T 63558.00 8140.20

d Only Fabrication ( Labour ) For all types of steel M.T 7722.00 7722.00

9 Providing fusion bonded epoxy coating to

reinforcement bars as per IS-13620-1993



(in Rs.)

2012-2013

LABOUR

INVOLVED

specificaion for a thickness of 175 (+50) microns

including extra cost on account of careful

handling, extra cost on account of using PVC

coated binding wire instead of G. I. wire, extra cost

on account of touch-up material supplied by

coating agency and repair work extra cost on

account of transportation , loading, unloading,

including all taxes (Central and Local), etc.

complete.

(a) For reinforcement Diameterwise rates.

1 8 mm dia. M.T 18160.00

2 10 mm dia. M.T 16022.00

3 12 mm dia. M.T 14618.00

4 16 mm dia. M.T 14084.00

5 20 mm dia. M.T 12947.00

6 25 mm dia. M.T 11744.00

7 28 mm dia. M.T 11209.00

8 32 mm dia. M.T 10407.00

(b) Average rates ( for estimation only)

1 For 8mm to 20mm dia M.T. 15166.00

2 For above 20mm dia M.T. 11120.00

Notes for Estimations

1

2 All the rates of Reinforced Cement Concete Items

from 2 to 7 shall be increased by 2% for every floor

height above ground floor for building works.

3 These rates are applicable for R. C. C. well works

also.These rates shall be increased by 10% for

every 5 M depth below initial 5 M depth.

4 Rates for Item Nos. 8 and 9 shall be increased by

5% for each brace height above first brace for

R.C.C.E.S.Rs. By 5% for every ring beam below

first ring beam for R. C. C. wells. By 1% building

works for every floor height.

All the rates of Reinforced Cement Concrete Items

From 2 to 7 shall be increased by 10% for each

brace height above 1st brace for R.C.C. E. S.

R.s.e.g. For a R.C.C. E.S. R. with 7 M staging and

first brace at 3.50 M above ground, the concrete

in columns above first brace, concrete of ring

beam and bottom slab is entitled for 10%

increase, concrete of vertical wall, roof slab and

roof beams, columns in container are entitled for

20% increase.



(in Rs.)

2012-2013

LABOUR

INVOLVED

5 Volumetric mix as per 1: 11/2 :3 shall be adopted

with 56.5 kg. of cement for RCC-250 and 59.5 kg.

of cement for RCC- 300, per load of mixer of 1bag

capacity.

6 Fusion bonded epoxy coating to be proposed only

in Coastal Area with prior approval of the Chief

Engineer.

7 For estimation purpose,average rates as per item

no. 8 b shall be considered wherever necessary.

READY MIX CONCRETE

10 Providing and laying in situ Ready Mix Cement

Concrete grade of trap/granite/quartzite/ gneiss

metal for RCC work in foundation like raft, grillage,

strip foundation and footing of RCC column and

steel stanchions including normal dewatering,

form work, compaction, finishing and curing

including transporting from mixing plant upto

distance of 25 km., pouring the concrete at work

site for 1.5 M lift above G. L. and 5.0 M lift below

G. L., etc. complete. (Excluding reinforcement and

structural steel)a) In RCC M-200 Cu.m 6425.00 983.10

b) In RCC M-250 Cu.m 6712.00 995.40

c) In RCC M-300 Cu.m 6815.00 1001.50

11 Providing and casting in situ Ready Mix Cement


metal of approved quality for RCC work as per

detailed drawings and designs or as directed by

Engineer-in-charge including normal dewatering

centering, form work, compaction, finishing the

formed surfaces with CM 1:3 of sufficient

minimum thickness to give a smooth and even

surface wherever necessary or roughening if

special finish is to be provided and curing




G. L., etc. complete.(Excluding reinforcement and structural steel)

a) In RCC M-200 - all types of columns Cu.m 7941.00 3599.00

b) In RCC M-250 - all types of columns Cu.m 8212.00 3617.50

c) In RCC M-300 - all types of columns Cu.m 8222.00 3547.10






(in Rs.)

2012-2013

LABOUR

INVOLVED


Engineer-in-charge including normal dewatering,

centering, form work compaction, finishing the



surface wherever nesessary or roughening if





G. L., etc. complete.

(Excluding reinforcement and structural steel)

a) In RCC M-200 - Beams / Braces / Lintels Cu.m 7911.00 3174.80

b) In RCC M-250 - Beams / Braces / Lintels Cu.m 8183.00 3185.40

c) In RCC M-300 - Beams / Braces / Lintels Cu.m 8191.00 3107.70





Engineer-in-charge including normal dewatering

centering, form work, compaction, finishing the



surface wherever necessary or roughening if







a) In RCC M-200 Slabs / Landings / Vertical


Cu.m 8319.00 4262.40

b) In RCC M-250 Slabs / Landings / Vertical


Cu.m 8586.00 4286.90

c) In RCC M-300 Slabs / Landings / Vertical


Cu.m 8595.00 4221.80










(in Rs.)

2012-2013

LABOUR

INVOLVED









a) For RCC M-200 Chajjas / Parapets / Curtain

Walls / Partition Walls / Pardies

Cu.m 8551.00 4192.90

b) For RCC M-250 Chajjas / Parapets / Curtain

Walls / Partition Walls / Pardies

Cu.m 8817.00 4208.80

c) For RCC M-300 Chajjas / Parapets / Curtain Walls / Partition Walls / PardiesCu.m 8920.00 4223.50
















a) For RCC M-200 - Domes Cu.m 8862.00 4810.40

b) For RCC M-250 - Domes Cu.m 9123.45 4832.90

c) For RCC M-300 - Domes Cu.m 9132.90 4767.80

Note :

1) Add Rs.10/- per Cum for transportation beyond

25 km. for every additional lead of 1 km.

2) Beyond 1.5 M above G.L. and 5.0 M below G. L.,

concreting is to be done by pumping by the

Company.

3) Additional rate of pumping

a) Static pump Rs. 175/- per Cum

b) Mobile pump Rs. 250/- per Cum

4) For Ready Mix Concrete, prior permission from

Chief Engineer shall be obtained.



Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Providing and fixing G.I. pipe railing having 1.0

M height consisting 50 x 50 x 6 mm thick M. S.

angles as verticals at 1.5 M c/c, and additional

posts at every corner with 3 rows of 25 mm dia G.I.

pipes of medium class variety as horizontal and

painting 3 coats of oil paint over 1 coat of

anticorrosive paint of approved colour and shade

including cost of all labour, transporting bends to

curved shape, etc. complete.RMT 918.00 52.00

1A As above but with only 2 rows RMT 698.00 35.00

2 Dismantling of ESRs of various capacities and

heights using crane (10 MT capacity) and handing

over M.S./ C.I./ G.I. pipes, valves, bends, etc. to

the Department However taking steel

reinforcement by the dismantling agency including

removing dismantled materials from site and

disposing them at suitable place as directed,

etc.complete.

a Capacity of E.S.R. upto 2 lakh litres and stagging

upto 12.00 M height

i) conjusted area. Litres 2.00 0.20

ii) Open Area Litres 1.19 0.80

b Capacity of ESR above 2 lakh ltrs. and staging

upto 12 M hieght

i) Conjusted area Litres 1.57 0.10

ii) Open Area Litres 1.08 0.10

3 Providing and fixing M.S. gate 2.5 M wide for

compound with 40 mm dia M.S.black pipe medium

class, approved grill work, RCC M - 150 side pillars

of 25 cm x 40 cm x 2.5 M height, its foundation,

finishing, painting etc. complete. No. 27324.0 3169.10

4 Proividing and fixing Wicket gate 1.0 M wide for

compound with 40 mm dia M.S.black pipe medium

class, approved grill work, RCC M-150 side pillars

of 25 cm x 40 cm x 2.5 M height, its foundiaion,

finishing painting, etc. complete. No. 15954.00 2143.60

5 Taking Trial Bore (Core Bore Sampling) by Calyxe

machine with TCT/NX bits together undisturbed

strata samples for investigation in all types of

strata soft soil, murum, hard murum with

Section - H- Miscellaneous Works

Section-H-Miscellaneous Works 42


Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

boulders, soft rock hard rock & quartizite etc. The

item includes all Hire & running cost of Callyx

Machine conveying all materials to site of work

excluding conveyance of callyx, machine and back

sampling all over burden strata in glass jar and

core samples serially numbered at site in a wooden

Core Box, Samples to be taken at 1.0 m interval

and conveying to the place as directed by Engineer-

in-charge, The diameter of bore in overburden

shall be 100 mm and of NX size (50mm) in other

strata. The item shall also include M.S. casing pipe

of 2.5 mm thick plate in overburdern only and

shall be 1.0 m above GL with cap over it.

a In Overburden (Soft soil, murum) RMT 1614.00 210.30

b In Weathered rock with boulders RMT 4828.00 1264.30

c In Weathered rock / Soft rock RMT 2480.00 645.50

d In Hard rock other than quartzite RMT 3257.00 851.10

e In Hard rock quartzite RMT 7781.00 1976.60

6 Providing pressure grouting at a pressure of

0.56 kg./sqcm in required row/zigzag fashion as

specified at 1.5 M interval as per site conditions to

stop leakages through water retaining structures

to the entire satisfaction of the Engineer-in-charge

including material compound, hardening

materials, compressor equipment including

scaffolding smooth finishing, etc. complete.

a For masonry structure Bag 891.00 58.60

b For Concrete strcture Bag 879.00 54.20

7 Drilling 40 mm dia holes in masonry or

concrete structure with providing and fixing 0.5

M long G. I. pipe line for perssure grouting

including all Material labour cost and machinery

charges, etc. complete. RMT 731.00 59.30

8 Providing and casting ferrocrate water tank at

site inculding all cost of labour and material, etc,

complete. upto 25,000 literes (for foundation and

providing and fixing taps, etc. shall be considered

spearately). Litre 4.30

9 Providing and applying two coat of Gamma

coating or equivalent such as Dr. Bake, Krishna

conchem, Asian Paint, Atul ltd. Burger Paints,

Epoxy primer 50 to 60 microns thick and



Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

covering two coat of Gamma coating or equivalent

such as Dr. Bake, Krishna conchem, Asian Paint,

Atul ltd. Burger Paints, 30 micron thick is to new

M.S. pipe and structural steel or concrete surface

including preparing the surface by finishing by

solvent degreasing and derusting by applying

chemical method and sacffolding of necessary etc.

complete as manufcaturer's specifications. sqm 291.60 144.80

10 Making cross connection to existing

distribution main of any type including

excavation, breaking and removing exiting pipes,

lowering, laying of specials and pipes in their

position, refilling, closing the water supply in that

area, dewatering and restarting the water supply,

etc. complete as directed by Engineer-in-charge for

following diameters of existing pipeline,

irrespective of diameter of branch line (the number

of joints involved will be paid separately depending

upon the nature of joints and required pipes,

valves and specials will be supplied free of cost at

stores).80 mm No 1622.00 1378.80

100 mm No 1837.00 1561.50

125 mm No 2020.00 1716.70

150 mm No 2272.00 1931.20

200 mm No 2398.00 2038.30

250 mm No 2883.00 2450.10

300 mm No 3374.00 2867.90

350 mm No 3970.00 3374.50

400 mm No 4768.00 4052.80

450 mm No 5343.00 4541.60

500 mm No 6584.00 5596.40

600 mm No 11694.00 9939.90

700 mm No 14372.00 12216.20

750 mm No 18126.00 15407.10

800 mm No 23349.00 19847.00

900 mm No 30467.00 25897.10

1000 mm No 42457.00 36088.70

Note : Only 75% rate shall be payable till satisfactory hydraulic testing is given.

11 Dismantling dead pipeline of M.S./R.C.C./ C.I./

P.S.C. and G.I./ A. C. / P. V. C. / S. W. / H. D. P.

E. pipe including cost of necessary excavation and

refilling of trenches, breaking the joints, lifting the

pipes and stacking to the place as directed by

Engineer-in-



Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

charge with all leads and lifts including cleaning

the surface, etc. complete.

A For M.S./R. C. C./ C.I./ P. S. C.

80 mm RMT 122.00 26.30

100 mm RMT 135.00 38.60

125 mm RMT 138.00 41.50

150 mm RMT 140.00 44.10

200 mm RMT 156.00 52.40

250 mm RMT 171.00 61.40

300 mm RMT 187.00 70.20

350 mm RMT 210.00 86.80

400 mm RMT 228.00 98.80

450 mm RMT 258.00 108.90

500 mm RMT 271.00 114.30

600 mm RMT 332.00 145.00

700 mm RMT 388.00 168.70

750 mm RMT 436.00 191.40

B For G.I./AC/PVC/S. W. / H.D.P.E.

80 mm RMT 73.00 15.90

100 mm RMT 81.00 23.00

125 mm RMT 83.00 25.10

150 mm RMT 84.00 26.50

200 mm RMT 94.00 31.60

250 mm RMT 104.00 37.50

300 mm RMT 111.00 41.80

350 mm RMT 126.00 52.50

400 mm RMT 137.00 59.40

450 mm RMT 154.00 64.90

500 mm RMT 163.00 68.70

600 mm RMT 199.00 86.90

700 mm RMT 233.00 101.70

750 mm RMT 261.00 114.40

12 Providing and constructing two taps standpost

as per type design wih excavation 15 cm thick PCC

1:3:6 bedding 20 mm thick PCC 1:2:4 concrete for

platform of 1.75 M dia. with side curb and bucket

rest, 80 mm dia, heavy duty GI pipe central post

duly filled therein with C. C. 1:2:4, 5 M long, 20

mm dia. medium G.I. pipe from point of tapping to

standpost additional 20 mm dia G.I. pipe fixed

vertically upto 15 mm dia self closing water taps,

one brass ferrule etc. complete together with all

labour and material charges as per drawing and



Rate

(in Rs.)

2012-2013

LABOUR

INVOLVED

as directed by Engineer-in-charge when good

foundation is available. Rate includes draining

arrangemment by excavating open gutters.No 7789.00 1035.40

a As above but when R.C.C. platform or Precast

standpost issued free of cost.No. 4310.00 455.80

13 Providing and constructing two taps standpost

as per type design wih excavation 15cm thick

boulder filling,15 cm thick PCC 1:3:6 bedding 20

mm thick PCC 1:2:4 concrete for platform of 1.75

M dia. with side curb and bucket rest, 80 mm dia,

heavy duty GI pipe central post duly filled therein

with C. C. 1:2:4, 5 M long, 20 mm dia. medium

G.I. pipe from point of tapping to standpost

additional 20 mm dia G.I. pipe fixed vertically upto

15 mm dia self closing water taps, one brass

ferrule etc. complete together with all labour and

material charges as per drawing and as directed by

Engineer-in-charge when B.C.Soil is available.

Rate includes draining arrangemment by

excavating open gutters.No 7841.00 992.70

a As above but when R.C.C. platform or Precast

standpost issued free of cost.No 4871.00 541.80

14 Pushing of M.S. pipe of following dia for road

crossing and Railway crossing by push through

method in all types of strata by using hydraulic

jack and drilling machine of required diameter,

elow 3.0 m depth including lowering, laying,

jointing of M.S. casing pipe including cost of labour

fuels and material, required welding machinary,

tripod, chain pulley block, vrane, blower etc.

transportation and dewatering etc. complete as

diredeted by Engineer-in-charge but excluding cost

of M.S. pipe

a) 200 mm dia to 499 mm dia M.S. Pipe Rmt 22748.00 --

b) 500 mm dia to 1000 mm dia M.S. Pipe Rmt 28435.00 --



1 Providing and supplying ISI mark

C.I S&S pipes (push on joints

pressure pipes of C.I of following

class and diameters confirming to

the I.S.specification inclusive cost

of jointing materials(Rubber gasket

of EPDM Quality) including all

statutary duties and taxes levied

by GoI and GoM in all respect,

Education Cess, VAT, Third party

inspection charges of TPI Agency

approved by MJP including Transit

insurance, Railway Freight,

Unloading from railway wagon,

Loading into Truck, Transportation

to departmental store/site of

work,unloading, stacking etc.

completed as directed by Engineer

–in-charge (IS 1536/2001 for pipes

and IS 158/1969 and IS

12820/1989 or latest edition /

revision with amendments for

Rubber Gaskets. With E.D.

Without

E.D. With E.D.

Without

E.D.

a) Class "LA"

i) 80mm Rmt. 900.00 844.00

ii) 100mm Rmt. 1128.00 1058.00

iii) 125 mm Rmt. 1425.00 1270.00

iii) 150mm Rmt. 1831.00 1718.00

iv) 200mm Rmt. 2636.00 2484.00

v) 250mm Rmt. 3555.00 3348.00

vi) 300mm Rmt. 4594.00 4317.00

vii) 350 mm Rmt. 4537.00 3948.00

viii) 400 mm Rmt. 5522.00 4806.00

ix) 450 mm Rmt. 6658.00 5794.00

x) 500 mm Rmt. 7696.00 6698.00

xi) 600 mm Rmt. 10253.00 8921.00

xii) 700 mm Rmt. 13232.00 11514.00

xiii) 750 mm Rmt. 14820.00 12897.00

xiv) 800 mm Rmt. 16589.00 14435.00

xv) 900 mm Rmt. 20206.00 17582.00

xvi) 1000mm Rmt. 24274.00 21122.00

Section - I- (I) - C.I. / D.I. PIPES

Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

Section-I-C.I./D.I. PIPES 47

Sr No Item Description UnitRate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

b) Class "A"

i) 80mm Rmt. 956.00 852.00

ii) 100mm Rmt. 1193.00 1063.00

iii) 125mm Rmt. 1552.00 1383.00

iv) 150mm Rmt. 1912.00 1703.00

v) 200mm Rmt. 2763.00 2461.00

vi) 250mm Rmt. 3735.00 3327.00

vii) 300mm Rmt. 4833.00 4306.00

viii) 350 mm Rmt. 6043.00 5384.00

ix) 400 mm Rmt. 7410.00 6602.00

x) 450 mm Rmt. 8976.00 7998.00

xi) 500 mm Rmt. 10292.00 9170.00

xii) 600 mm Rmt. 13744.00 12245.00

xiii) 700 mm Rmt. 17911.00 15958.00

xiv) 750 mm Rmt. 19896.00 17725.00

xv) 800 mm Rmt. 22241.00 19815.00

xvi) 900 mm Rmt. 27072.00 24119.00

xvii) 1000mm Rmt. 32562.00 29010.00

c) Class "B"

i) 80mm Rmt. 1016.00 905.00

ii) 100mm Rmt. 1272.00 1134.00

iii) 125mm Rmt. 1670.00 1489.00

iv) 150mm Rmt. 2058.00 1834.00

v) 200mm Rmt. 2987.00 2661.00

vi) 250mm Rmt. 4039.00 3598.00

vii) 300mm Rmt. 5237.00 4666.00

viii) 350 mm Rmt. 6554.00 5840.00

ix) 400 mm Rmt. 7567.00 6742.00

x) 450 mm Rmt. 9689.00 8631.00

xi) 500 mm Rmt. 11136.00 9921.00

xii) 600 mm Rmt. 14671.00 13070.00

xiii) 700 mm Rmt. 19165.00 17085.00

xiv) 750 mm Rmt. 21583.00 19229.00

xv) 800 mm Rmt. 24058.00 21435.00

xvi) 900 mm Rmt. 29330.00 26132.00

xvii) 1000mm Rmt. 35189.00 31352.00



2012-2013

Rate in Rs. 2013-

2014

Note: This pipe rates mentioned

here shall be used when supply is

from M.J.P. In case of Turnkey

Projects, the rates shall be

increased by 2.5%

2 Lowering laying and jointing with

SBR ruber gaskets C.I. S/S pipes/

D.I. K-7/ D.I. K-9 of various

classes with CI / MS specials of

following diameter in proper

position, grade and alignment as

directed by Engineer-in-charge including

conveyance of material from stores

to site of work, including cost of

jointing materials and rubber rings

labour, giving hydraulic testing

etc. complete.

Note : Only SBR Rubber gaskets to

be used as per IS-5382 and IS-

12820.

a) C.I. L.A. Class/ Mortar line D.I.K-

9/ K-7

Without

Rubber

Ring

With

Rubber

Ring

LABOUR

INVOLVED

i) 80 mm Rmt. 44.00 50.00 38.30

ii) 100 mm Rmt. 53.00 59.00 47.30

iii) 125 mm Rmt. 66.00 73.00 58.50

iv) 150 mm Rmt. 70.00 79.00 60.80

v) 200 mm Rmt. 94.00 104.00 79.00

vi) 250 mm Rmt. 123.00 135.00 104.10

vii) 300 mm Rmt. 133.00 152.00 107.10

viii) 350 mm Rmt. 166.00 186.00 134.60

ix) 400 mm Rmt. 199.00 230.00 160.70

x) 450 mm Rmt. 199.00 243.00 155.20

xi) 500 mm Rmt. 230.00 280.00 178.30

xii) 600 mm Rmt. 303.00 373.00 233.90

xiii) 700 mm Rmt. 390.00 525.00 301.40

xiv) 750 mm Rmt. 437.00 574.00 337.90

xv) 800 mm Rmt. 535.00 674.00 420.70

xvi) 900 mm Rmt. 639.00 846.00 507.80

xvii) 1000mm Rmt. 756.00 1026.00 613.50



2012-2013

Rate in Rs. 2013-

2014

b) C.I. "A" Class

i) 80 mm Rmt. 46.00 56.00 40.30

ii) 100 mm Rmt. 56.00 66.00 48.50

iii) 125 mm Rmt. 71.00 79.00 61.90

iv) 150 mm Rmt. 78.00 86.00 66.90

v) 200 mm Rmt. 102.00 110.00 85.00

vi) 250 mm Rmt. 133.00 146.00 112.40

vii) 300 mm Rmt. 145.00 163.00 117.10

viii) 350 mm Rmt. 179.00 200.00 144.30

ix) 400 mm Rmt. 201.00 231.00 162.20

x) 450 mm Rmt. 211.00 245.00 160.50

xi) 500 mm Rmt. 249.00 298.00 192.10

xii) 600 mm Rmt. 329.00 398.00 254.70

xiii) 700 mm Rmt. 423.00 556.00 326.10

xiv) 750 mm Rmt. 475.00 610.00 367.30

xv) 800 mm Rmt. 561.00 698.00 438.90

xvi) 900 mm Rmt. 676.00 882.00 536.10

xvii) 1000mm Rmt. 789.00 1058.00 633.10

c) C.I. "B" Class

i) 80 mm Rmt. 50.00 59.00 44.20

ii) 100 mm Rmt. 60.00 71.00 52.50

iii) 125 mm Rmt. 77.00 86.00 67.60

iv) 150 mm Rmt. 87.00 96.00 75.40

v) 200 mm Rmt. 110.00 124.00 91.40

vi) 250 mm Rmt. 144.00 164.00 121.60

vii) 300 mm Rmt. 157.00 175.00 127.40

viii) 350 mm Rmt. 193.00 225.00 156.20

ix) 400 mm Rmt. 225.00 255.00 182.80

x) 450 mm Rmt. 228.00 262.00 177.10

xi) 500 mm Rmt. 268.00 316.00 205.90

xii) 600 mm Rmt. 355.00 423.00 273.80

xiii) 700 mm Rmt. 457.00 588.00 352.90

xiv) 750 mm Rmt. 516.00 650.00 398.60

xv) 800 mm Rmt. 602.00 737.00 467.80

xvi) 900 mm Rmt. 714.00 918.00 569.30

xvii) 1000mm Rmt. 814.00 1082.00 646.90



2012-2013

Rate in Rs. 2013-

2014


DI S&S pipes (push on joints

pressure pipes of D.I of following

class and diameters confirming to

the I.S. specification inclusive cost

of jointing materials (Rubber

gasket of EPDM Quality) including

all statutary duties and taxes

levied by GOI and GOM in all

respect, Education Cess, VAT,

Third party inspection charges of

TPI Agency approved by MJP

including Transit insurance,

Railway Freight, Unloading from

railway wagon, Loading into Truck,

Transportation to departmental

store / site of work, unloading,

stacking etc. completed as directed

by Engineer –in-charge (IS 1536 /

2001 for pipes and IS 158 / 1969

and IS 12820 / 1989

or latest edition / revision with

amendments for Rubber Gaskets.

With E.D.

Without

E.D. With E.D.

Without

E.D.

D.I. K-9

i) 100 mm Rmt. 1145.00 1041.00

ii) 150 mm Rmt. 1670.00 1518.00

iii) 200 mm Rmt. 2076.00 1888.00

iv) 250 mm Rmt. 2768.00 2516.00

v) 300 mm Rmt. 3519.00 3200.00

vi) 350 mm Rmt. 4405.00 4010.00

vii) 400 mm Rmt. 5208.00 4730.00

viii) 450 mm Rmt. 6288.00 5716.00

ix) 500 mm Rmt. 7308.00 6644.00

x) 600 mm Rmt. 9664.00 8773.00

xi) 700 mm Rmt. 12403.00 11276.00

xii) 750 mm Rmt. 14102.00 12819.00

xiii) 800 mm Rmt. 15339.00 13949.00

xiv) 900 mm Rmt. 18933.00 17212.00

xv) 1000mm Rmt. 22098.00 20089.00



2012-2013

Rate in Rs. 2013-

2014

D.I. K-7

i) 100 mm Rmt. 977.00 888.00

ii) 150 mm Rmt. 1434.00 1304.00

iii) 200 mm Rmt. 1692.00 1538.00

iv) 250 mm Rmt. 2242.00 2038.00

v) 300 mm Rmt. 2826.00 2569.00

vi) 350 mm . Rmt. 3480.00 3164.00

vii) 400 mm Rmt. 4143.00 3766.00

viii) 450 mm Rmt. 5000.00 4545.00

ix) 500 mm Rmt. 5859.00 5326.00

x) 600 mm Rmt. 7717.00 7015.00

xi) 700 mm Rmt. 10409.00 9463.00

xii) 750 mm Rmt. 12097.00 10997.00

xiii) 800 mm Rmt. 13989.00 12717.00

xiv) 900 mm Rmt. 16779.00 15264.00

xv) 1000 mm Rmt. 19646.00 17860.00

4 Providing and making lead caulked

joint with molten lead to Cast Iron

pipes and / or specials of all

classes and fitting of following dia

including cost of lead and all

jointing material, labour, hydraulic

testing etc. complete.LABOUR

INVOLVED

i) 80mm Rmt. 657.00 255.50

ii) 100 mm Rmt. 812.00 319.00

iii) 125 mm Rmt. 968.00 382.60

iv) 150 mm Rmt. 1200.00 446.00

v) 200 mm Rmt. 1750.00 637.00

vi) 250 mm Rmt. 2126.00 764.60

vii) 300 mm Rmt. 2564.00 955.80

viii) 350 mm Rmt. 2906.00 1019.60

ix) 400 mm Rmt. 3389.00 1243.40

x) 450 mm Rmt. 4707.00 1592.30

xi) 500 mm Rmt. 5060.00 1719.60

xii) 600 mm Rmt. 6501.00 2230.50

xiii) 700 mm Rmt. 7637.00 2677.40

xiv) 750 mm Rmt. 8675.00 3059.20

xv) 800 mm Rmt. 9316.00 3088.10

xvi) 900 mm Rmt. 9936.00 3100.00



2012-2013

Rate in Rs. 2013-

2014

xvii) 1000 mm Rmt. 10594.00 3144.80

NOTE: Only 85%payment shall be payable till satisfactory hydraulic testing is given

5 Providing and supplying ISI

standard CI double flanged pipes

including all taxes (Central and

local), railway freight, insurance,

unloading from railway wagon,

loading into truck transport to

stores / site, unloading etc.

complete as directed by Engneer-in-

charge.

i) 80mm Rmt. 1419.00

ii) 100 mm Rmt. 1753.00

iii) 125 mm Rmt. 2284.00

iv) 150 mm Rmt. 2849.00

v) 200 mm Rmt. 4371.00

vi) 250 mm Rmt. 5890.00

vii) 300 mm Rmt. 7573.00

viii) 350 mm Rmt. 9885.00

ix) 400 mm Rmt. 12053.00

x) 450 mm Rmt. 14473.00

xi) 500 mm Rmt. 16986.00

xii) 600 mm Rmt. 24162.00

xiii) 700 mm Rmt. 32371.00

xiv) 750 mm Rmt. 35221.00


standard CI flanged / S& S

specials including all taxes

(Central and local), railway freight,

insurance, unloading from railway

wagon, loading into truck

transport to departmental store

/site, unloading stacking etc.

complete.

a) D/F Specials

i) 80 to 300 mm dia. Kg. 73.60

ii) 350 to 600 mm dia Kg. 78.20

iii) above 600 mm dia Kg. 83.90



2012-2013

Rate in Rs. 2013-

2014

b) S/S Specials

i) 80 to 300 mm dia. Kg. 71.30

ii) 350 to 600 mm dia Kg. 75.90


c) Plain ended

i) 80 to 300 mm dia. Kg. 69.00

ii) 350 to 600 mm dia Kg. 75.90



standard MS specials of required

thickness with 3 coats of approved

make epoxy paint (Shalimar, Ciba

or Mahindra & Mahindra make)

from inside and outside including

all taxes (Central and local), octroi,

inspection charges, transportation

to stores / site, and stacking, etc.

complete.

a) Machine endssuitable for PSCpipes

of all diameters as perdetailed

drawing with 10 mmthick x 0.7 M

long barrel Kg. 76.50

b) Only flanges withmachining

anddrilling holes, etc. complete

more than40 mm thick Kg. 74.30

c) Double flanged specials of all Kg. 72.10

d) All socktted specialsor socketed

branchflanged specials ofall

diameters Kg. 72.10

e) Plain endedspecials or plain ended

branchflanged specials ofall

diameters Kg. 72.10

f) MS barrels (pipepieces) ocally

manufactured (forsmall quantities)

Kg. 70.00

8 Providing and making flanged

joints to flanged C.I./M.S. pipes of

all classes/specials etc. including

cost of all jointing materials

(rubber packing, nut bolts, etc.),

labour, hydraulic testing etc.



2012-2013

Rate in Rs. 2013-

2014

complete. LABOUR

INVOLVED

i) 80mm Joint 174.00 42.50

ii) 100 mm Joint 301.00 59.20

iii) 125 mm Joint 314.00 59.70

iv) 150 mm Joint 603.00 69.20

v) 200 mm Joint 626.00 69.20

vi) 250 mm Joint 897.00 85.80

vii) 300 mm Joint 931.00 85.80

viii) 350 mm Joint 1213.00 102.40

ix) 400 mm Joint 1511.00 102.60

x) 450 mm Joint 1848.00 119.10

xi) 500 mm Joint 1912.00 127.30

xii) 600 mm Joint 2052.00 143.70

xiii) 700 mm Joint 3093.00 160.50

xiv) 750 mm Joint 3179.00 168.70

xv) 800 mm Joint 4398.00 177.30

xvi) 900 mm Joint 4560.00 193.80

xvii) 1000 mm Joint 4721.00 210.20


9 Erecting and hoisting in position

and jointing, testing M.S./ C.I.

D/F pipes and specials in vertical

position including cost of all

jointing materials (rubber packing,

nut bolts, etc.) labour, scaffolding,

hydraulic testing etc. complete. LABOUR

INVOLVED

i) 80mm Joint 193.00 58.70

ii) 100 mm Joint 326.00 82.70

iii) 125 mm Joint 344.00 87.00

iv) 150 mm Joint 640.00 105.80

v) 200 mm Joint 680.00 116.80

vi) 250 mm Joint 970.00 148.50

vii) 300 mm Joint 1025.00 161.70

viii) 350 mm Joint 1331.00 196.90

ix) 400 mm Joint 1655.00 214.60

x) 450 mm Joint 2022.00 253.80

xi) 500 mm Joint 2115.00 281.50

xii) 600 mm Joint 2323.00 343.20



2012-2013

Rate in Rs. 2013-

2014

xiii) 700 mm Joint 3445.00 417.20

xiv) 750 mm Joint 3576.00 454.80

xv) 800 mm Joint 4843.00 498.60

xvi) 900 mm Joint 5098.00 577.40

xvii) 1000 mm Joint 5373.00 668.00



standard D. I. specials & fitting

with sealing rubber gasket of

S.B.R,complete with cast iron

follower gland and M. S. nut bolts

coated or otherwise protected from

rusting and suitable for D.I.pipes

including cost of labour

,materials, and transportation to

stores / site, loading and

unloading including all taxes etc.

complete as per IS-9523.

For all types of specials, bends

tees etc.

a) 80 to 300 mm dia. Kg 107.00

b) 350 mm & above dia. Kg 130.00


standard welded DI double flanged

pipe including all taxes (central &

local) railway freight, insurance,


loading into truck transport to

store / site, unloading, stacking

etc. complete as directed by

Engineer -in- cahrge. (for 2.75 m

bare pipe)

i) 100 mm Rmt. 1863.00

iii) 150 mm Rmt. 2530.00

iv) 200 mm Rmt. 3238.00

v) 250 mm Rmt. 4394.00

vi) 300 mm Rmt. 5531.00

vii) 350 mm Rmt. 7203.00

viii) 400 mm Rmt. 8720.00

ix) 450 mm Rmt. 10419.00



2012-2013

Rate in Rs. 2013-

2014

x) 500 mm Rmt. 12110.00

xi) 600 mm Rmt. 15946.00

xii) 700 mm Rmt. 21457.00

xiv) 800 mm Rmt. 26228.00

xv) 900 mm Rmt. 32555.00

xvi) 1000 mm Rmt. 38225.00



1 Providing and supplying Asbestos

Cement pressure pipes

manufactured and tested as per

ISO-160 standards of following

class and diameter in standard

lengths including cost of all taxes

(Central and local) insurance,

railway fright, inspection charges,


loading into truck, transporting to

departmental stores / site,

unloading, stacking, etc. complete.

With E.D.

Without

E.D. With E.D.

Without

E.D.

a) Class 15 (TestPressure 1.5 MPa)

i) 80 mm Rmt 139.00 126.00

ii) 100 mm Rmt 179.00 162.00

iii) 125 mm Rmt 214.00 194.00

iv) 150 mm Rmt 376.00 341.00

v) 200 mm Rmt 0.00 497.00

vi) 250 mm Rmt 0.00 719.00

vii) 300 mm Rmt 0.00 1052.00

b) Class 20 (TestPressure 2.0 MPa)

i) 80 mm Rmt 153.00 139.00

ii) 100 mm Rmt 229.00 208.00

iii) 125 mm Rmt 269.00 244.00

iv) 150 mm Rmt 475.00 431.00

v) 200 mm Rmt 0.00 612.00

vi) 250 mm Rmt 0.00 906.00

vii) 300 mm 0.00 1119.00

c) Class 25 (TestPressure 2.5 MPa)

i) 80 mm Rmt 173.00 190.00

ii) 100 mm Rmt 288.00 317.00

iii) 125 mm Rmt 334.00 367.00

iv) 150 mm Rmt 598.00 658.00

v) 200 mm Rmt 0.00 789.00

vi) 250 mm Rmt 0.00 1184.00

vii) 300 mm Rmt 0.00 1298.00

Section - I- (II) - A.C. PIPESS

Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

Section-I-(II)-A.C.PIPES 58


2012-2013

Rate in Rs. 2013-

2014

2 Providing and supplying C.I.

detachable joints suitable for A.C.

pressure pipes manufactured as

per IS-1538-1993 standards of

following class and diameter

including cost of all taxes (Central

and local), insurance, railway

freight, inspection charges,


loading into truck, transporting to

departmental store / site,

unloading, stacking and cost of

rubber rings, nut bolts, etc.

complete. ( IS-1538/1993)

a) Class 10 (Test Pressure 1.0 MPa)

1 80 mm No 255.00

2 100 mm No 323.00

3 125 mm No 408.00

4 150 mm No 519.00

5 200 mm No 790.50

6 250 mm No 1079.50

7 300 mm No 1360.00

8 350 mm No 2338.00

9 400 mm No 2678.00

10 450 mm No 3655.00

11 500 mm No 5185.00

12 600 mm No 8840.00

b) Class 15 (Test Pressure 1.5 MPa)

1 80 mm No 300.00

2 100 mm No 380.00

3 125 mm No 510.00

4 150 mm No 636.00

5 200 mm No 960.00

6 250 mm No 1204.00

7 300 mm No 1650.00



2012-2013

Rate in Rs. 2013-

2014

c) Class 20 (Test Pressure 2.0 MPa)

1 80 mm No 325.00

2 100 mm No 425.00

3 125 mm No 550.00

4 150 mm No 659.00

5 200 mm No 886.00

6 250 mm No 1250.00

7 300 mm No 1790.00

3 Providing and supplying A. C.

pressure coupler suitable for A.C.

pressure pipes manufactured as

per ISO-160 standards of following

class and diameter including cost

of all taxes (Central and local)

insurance, railway fright,

inspection charges, and cost of

rubber rings, nuts bolts, etc.

complete. (supply at stores / site)

a) Class 15 (Test Pressure 1.5 MPa)

i) 80 mm No 39.00

ii) 100 mm No 50.00

iii) 125 mm No 69.00

iv) 150 mm No 84.00


i) 80 mm No 42.00

ii) 100 mm No 56.00

iii) 125 mm No 72.00

iv) 150 mm No 98.00

4 Lowering, laying and jointing with

C.I.D. joints, A. C. pressure pipes

and C.I. or M. S. specials of

following class and diameters

including conveyance from stores

to site of works, cost of labour and

material, giving satisfactory



2012-2013

Rate in Rs. 2013-

2014

hydraulic testing, etc. as per ISI

code, etc. complete but excluding

cost of C. I. D. joints nut bolts,

rubber rings.

a) Class 15 (Test Pressure 1.5 MPa) LABOUR

INVOLVED

i) 80 mm Rmt 31.00 29.50

ii) 100 mm Rmt 43.00 40.90

iii) 125 mm Rmt 46.00 43.30

iv) 150 mm Rmt 57.00 53.40

v) 200 mm Rmt 73.00 67.00

vi) 250 mm Rmt 92.00 84.40

vii) 300 mm Rmt 113.00 102.70


i) 80 mm Rmt 32.00 30.30

ii) 100 mm Rmt 46.00 43.50

iii) 125 mm Rmt 50.00 46.80

iv) 150 mm Rmt 63.00 58.50

v) 200 mm Rmt 83.00 75.50

vi) 250 mm Rmt 104.00 94.50

vii) 300 mm Rmt 129.00 115.90

5 Lowering laying and jointing with

C. I. D. jointing with A. C. coupler

A.C. pressure pipes and C.I. or

M.S. specials of following class and

diameters including conveyance

from stores to site of works, cost of

labour and material, giving

satisfactory hydraulic testing, etc.

as per ISI code, etc. complete but

excluding cost of A. C. couplers

and rubber rings.

a) Class 15 (Test Presure 1.5 Mpa)

i) 80 mm Rmt 21.00 19.60

ii) 100 mm Rmt 28.00 26.10

iii) 125 mm Rmt 33.00 30.50

iv) 150 mm Rmt 42.00 38.50



2012-2013

Rate in Rs. 2013-

2014

v) 200 mm Rmt 58.00 52.40

vi) 250 mm Rmt 74.00 66.80

vii) 300 mm Rmt 96.00 86.20

b) Class 20 (Test Presure 2.0 Mpa)

i) 80 mm Rmt 22.00 20.50

ii) 100 mm Rmt 33.00 30.70

iii) 125 mm Rmt 37.00 34.10

iv) 150 mm Rmt 48.00 43.90

v) 200 mm Rmt 69.00 61.90

vi) 250 mm Rmt 86.00 77.10

vii) 300 mm Rmt 113.00 100.50

Note :

1

2

3

85 % payment for lowering, laying, jointing shall be made till

satisfactory hydraulic testing is given.

Without any extra cost every pipe in the factory shall be

hydraulically tested for one higher class i.e. when Class-15 pipe is

ordered, every pipe shall be tested for 20 kg/cm2 at factory but

pipe shall be branded and paid as Class 15. This foot note shall

appear in tender conditions.

Whenever manufacturer is separate and contractor for lowering,

laying, jointing and testing is separate, the principal contractor

shall enter into an agreement with A.C. pipe manufacturer for

satisfactory manufacturing, transporting, lowering, laying,

jointing and testing of pipes. This foot note shall appear in the

tender con ditions.



1 Providing and supplying in

standard lengths ISI mark rigid

unplasticised PVC pipes suitable

for potable water with solvent

cement joints including cost of

couplers, as per IS specification

no. 4985 / 1988 including all local

and central taxes, transportation,

freight charges, inspection

charges, loading, unloading,

conveyance to the departmental

stores / site and stacking the same

in closed shed duly protected from

sun rays and rains including cost

of jointing material i.e. solvent

cement, etc. complete (selffit type

to be jointed with cement solvent).

With E.D.

Without

E.D. With E.D.

Without

E.D.

Note :

1) 10% of cost of pipes shall be

considered for cost of PVC specials

for estimate purpose only.

2) One coupler and required

cement solvent shall be provided

with each full length pipe cost of

which is

a) Working Pressure 4 Kg./Sq.cm.

63 mm Rmt 46.00 41.00

75 mm Rmt 65.00 58.00

90 mm Rmt 91.00 81.00

110 mm Rmt 124.00 110.00

140 mm Rmt 208.00 184.00

160 mm Rmt 274.00 243.00

180 mm Rmt 372.00 331.00

200 mm Rmt 460.00 408.00

225 mm Rmt 589.00 522.00

250 mm Rmt 719.00 638.00

280 mm Rmt 953.00 847.00

Section - I- (III) - P.V.C. PIPESS

Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

Section-I-(III)-P.V.C.PIPES 63


2012-2013

Rate in Rs. 2013-

2014

315 mm Rmt 1213.00 1078.00

355 mm Rmt 1626.00 1445.00

400 mm Rmt 2074.00 1844.00

b) Working Pressure 6 Kg./Sq.cm.

63 mm Rmt 66.00 58.00

75 mm Rmt 93.00 83.00

90 mm Rmt 133.00 119.00

110 mm Rmt 185.00 164.00

140 mm Rmt 307.00 273.00

160 mm Rmt 397.00 353.00

180 mm Rmt 528.00 469.00

200 mm Rmt 673.00 599.00

225 mm Rmt 851.00 755.00

250 mm Rmt 1061.00 944.00

280 mm Rmt 1401.00 1244.00

315 mm Rmt 1786.00 1587.00

355 mm Rmt 2384.00 2118.00

400 mm Rmt 3046.00 2706.00

c) Working Pressure 8 Kg./Sq.cm.

63 mm Rmt 91.00 80.00

75 mm Rmt 129.00 114.00

90 mm Rmt 183.00 162.00

110 mm Rmt 257.00 229.00

140 mm Rmt 427.00 379.00

160 mm Rmt 557.00 496.00

180 mm Rmt 740.00 658.00

200 mm Rmt 931.00 827.00

225 mm Rmt 1181.00 1050.00

250 mm Rmt 1478.00 1313.00

280 mm Rmt 1946.00 1729.00

315 mm Rmt 2464.00 2191.00

355 mm Rmt 3315.00 2945.00

400 mm Rmt 4293.00 3814.00

d) Working Pressure 10 Kg./Sq.cm.

63 mm Rmt 108.00 96.00



2012-2013

Rate in Rs. 2013-

2014

75 mm Rmt 154.00 138.00

90 mm Rmt 223.00 197.00

110 mm Rmt 315.00 278.00

140 mm Rmt 508.00 452.00

160 mm Rmt 666.00 590.00

180 mm Rmt 915.00 813.00

200 mm Rmt 1131.00 1005.00

225 mm Rmt 1445.00 1283.00

250 mm Rmt 1826.00 1621.00

280 mm Rmt 2294.00 2039.00

315 mm Rmt 2916.00 2590.00

355 mm Rmt 3920.00 3484.00

400 mm Rmt 4999.00 4442.00

e) Working Pressure 12.5

Kg./Sq.cm.63 mm Rmt 138.00 123.00

75 mm Rmt 195.00 173.00

90 mm Rmt 281.00 250.00

110 mm Rmt 399.00 354.00

140 mm Rmt 648.00 575.00

160 mm Rmt 851.00 757.00

180 mm Rmt 1164.00 1035.00

200 mm Rmt 1446.00 1284.00

225 mm Rmt 1837.00 1632.00

250 mm Rmt 2322.00 2063.00

280 mm Rmt 2920.00 2596.00

315 mm Rmt 3724.00 3310.00

355 mm Rmt 4977.00 4423.00

400 mm Rmt 6449.00 5730.00


standard lengths ISI mark rigid

unplastised PVC for patable water

with rubber ring joints including

cost of rubber ring as per IS-4985-

1998, all local and central taxes,

transportation, freight charges,

transit insurance, inspection

charges, loading, unloading,



2012-2013

Rate in Rs. 2013-

2014

conveyance to store/site and

stacking the same in closed shed

duly protected from sun rays and

rains, etc. complete ( with third

party inspection ) (socketed)

Note:- One Rubber rui\ng shall be

provided with full length pipe, cost

of which is included below.


63 mm Rmt 48.00 43.00

75 mm Rmt 69.00 60.00

90 mm Rmt 96.00 85.00

110 mm Rmt 131.00 117.00

125 mm Rmt 181.00 161.00

140 mm Rmt 219.00 195.00

160 mm Rmt 291.00 257.00

180 mm Rmt 395.00 350.00

200 mm Rmt 487.00 434.00

225 mm Rmt 623.00 554.00

250 mm Rmt 763.00 678.00

280 mm Rmt 1011.00 899.00

315 mm Rmt 1287.00 1142.00

b) Working Pressure 6 Kg./Sq.cm.

63 mm Rmt 69.00 61.00

75 mm Rmt 98.00 88.00

90 mm Rmt 142.00 126.00

110 mm Rmt 197.00 173.00

125 mm Rmt 271.00 239.00

140 mm Rmt 325.00 290.00

160 mm Rmt 421.00 373.00

180 mm Rmt 560.00 498.00

200 mm Rmt 714.00 634.00

225 mm Rmt 902.00 800.00

250 mm Rmt 1126.00 1001.00

280 mm Rmt 1484.00 1319.00

315 mm Rmt 1892.00 1682.00



2012-2013

Rate in Rs. 2013-

2014

c) Working Pressure 8 Kg./Sq.cm.

63 mm Rmt 95.00 84.00

75 mm Rmt 137.00 122.00

90 mm Rmt 193.00 171.00

110 mm Rmt 272.00 243.00

125 mm Rmt 376.00 334.00

140 mm Rmt 454.00 402.00

160 mm Rmt 591.00 526.00

180 mm Rmt 785.00 697.00

200 mm Rmt 988.00 877.00

225 mm Rmt 1252.00 1113.00

250 mm Rmt 1565.00 1390.00

280 mm Rmt 2063.00 1834.00

315 mm Rmt 2613.00 2323.00

d) Working Pressure 10 Kg./Sq.cm.

63 mm Rmt 114.00 103.00

75 mm Rmt 165.00 146.00

90 mm Rmt 236.00 209.00

110 mm Rmt 333.00 296.00

125 mm Rmt 460.00 406.00

140 mm Rmt 538.00 478.00

160 mm Rmt 705.00 626.00

180 mm Rmt 969.00 862.00

200 mm Rmt 1199.00 1065.00

225 mm Rmt 1531.00 1360.00

250 mm Rmt 1935.00 1720.00

280 mm Rmt 2432.00 2161.00

315 mm Rmt 3090.00 2746.00

e) Working Pressure 12.5 Kg./Sq.cm.

63 mm Rmt 146.00 129.00

75 mm Rmt 207.00 183.00

90 mm Rmt 297.00 265.00

110 mm Rmt 424.00 376.00

125 mm Rmt 584.00 518.00

140 mm Rmt 687.00 611.00

160 mm Rmt 903.00 801.00



2012-2013

Rate in Rs. 2013-

2014

180 mm Rmt 1235.00 1097.00

200 mm Rmt 1531.00 1361.00

225 mm Rmt 1946.00 1730.00

250 mm Rmt 2462.00 2186.00

280 mm Rmt 3096.00 2751.00

315 mm Rmt 3946.00 3507.00

3 Lowering, laying and jointing with

P.V.C. pipes and specials of


including cost of conveyance from

stores to site of works including

cost of all labour, material, except

cement solvent, rubber ring, giving

satisfactory hydraulic testing as

per IS code, etc. complete (with

cement solvent joint / ring fit

joint).LABOUR

INVOLVED


i) 63 mm Rmt 16.00 15.80

ii) 75 mm Rmt 21.00 20.80

iii) 90 mm Rmt 25.00 24.80

iv) 110 mm Rmt 29.00 28.80

v) 140 mm Rmt 34.00 33.70

vi) 160 mm Rmt 38.00 37.70

vii) 180 mm Rmt 42.00 41.60

viii) 200 mm Rmt 46.00 45.60

ix) 225 mm Rmt 53.00 52.50

x) 250 mm Rmt 57.00 56.50

xi) 280 mm Rmt 63.00 62.40

xii) 315 mm Rmt 70.00 69.30

xiii) 355 mm Rmt 77.00 76.20

xiv) 400 mm Rmt 84.00 83.10

b) Working Pressure 6 & 12.5 Kg./Sq.cm.

i) 63 mm Rmt 22.00 21.80

ii) 75 mm Rmt 29.00 28.80

iii) 90 mm Rmt 33.00 32.60

iv) 110 mm Rmt 37.00 36.60



2012-2013

Rate in Rs. 2013-

2014

v) 140 mm Rmt 44.00 43.50

vi) 160 mm Rmt 47.00 46.60

vii) 180 mm Rmt 53.00 52.50

viii) 200 mm Rmt 58.00 57.40

ix) 225 mm Rmt 63.00 62.30

x) 250 mm Rmt 69.00 68.30

xi) 280 mm Rmt 78.00 77.20

xii) 315 mm Rmt 87.00 86.20

xiii) 355 mm Rmt 96.00 95.00

xiv) 400 mm Rmt 106.00 104.90

1)

2) Third party inspecting agency shall invariably carry out.

I) Specific Gravity Test.

II) Weight / Rmt.

III)

3)

This conditions shall appear in tender conditions

After receipt of pipes at site, concerned Deputy Engineer shall confirm that

weight of pipe for every class and diameter is not less than the prescribed

standard weight as per IS-4985/1988 (Which is given in CSR), Under weight

pipes shall be rejected. This condition shall appear in the tender conditions.

Only 85% rate for lowering laying& jointing shall be payable till satisfactory

hydraulic testing is given.

Ash Content Test and confirm in writing that those are within prescribed

limits. This condition shall appear in tender conditions.



1 Providing ISI mark G.I. pipe of

following class and dia. including

all local and central taxes, octroi,


to stores, etc. complete as per IS-

1239/2004.

With E.D.

Without

E.D. With E.D.

Without

E.D.

Note :

One coupler shall be provided with

each full length of pipe cost of

which is included in rates below.

a) LIGHT

i) 15 mm Rmt 71.00 65.00

ii) 20 mm Rmt 106.00 95.00

iii) 25 mm Rmt 146.00 131.00

iv) 32 mm Rmt 183.00 166.00

v) 40 mm Rmt 229.00 208.00

vi) 50 mm Rmt 288.00 255.00

vii) 65 mm Rmt 397.00 349.00

viii) 80 mm Rmt 477.00 420.00

ix) 100 mm Rmt 680.00 596.00

b) MEDIUM

i) 15 mm Rmt 85.00 77.00

ii) 20 mm Rmt 108.00 98.00

iii) 25 mm Rmt 165.00 150.00

iv) 32 mm Rmt 209.00 189.00

v) 40 mm Rmt 240.00 218.00

vi) 50 mm Rmt 342.00 301.00

vii) 65 mm Rmt 424.00 384.00

viii) 80 mm Rmt 556.00 503.00

ix) 100 mm Rmt 820.00 719.00

x). 125 mm Rmt 1097.00 978.00

xi) 150mm Rmt 1311.00 1151.00

c) HEAVY

i) 15 mm Rmt 96.00 87.00

Section - I- (IV) - G.I. PIPESS

Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

Section-I-(IV)-G.I.PIPES 70


2012-2013

Rate in Rs. 2013-

2014

ii) 20 mm Rmt 125.00 113.00

iii) 25 mm Rmt 196.00 177.00

iv) 32 mm Rmt 246.00 223.00

v) 40 mm Rmt 285.00 259.00

vi) 50 mm Rmt 395.00 359.00

vii) 65 mm Rmt 508.00 461.00

viii) 80 mm Rmt 649.00 589.00

ix) 100 mm Rmt 936.00 849.00

x). 125 mm Rmt 1159.00 1052.00

xi) 150mm Rmt 1396.00 1266.00

2 Lowering, laying and jointing G. I.

pipes and specials of following

class and diameter including

conveyance from stores to site of

works, all labour, giving

satisfactory hydraulic test, etc.

complete either underground or in

vertical position, as directed by

Engineer-in-charge.

a) LIGHT

i) 15 mm Rmt 23.00 20.60

ii) 20 mm Rmt 26.00 23.60

iii) 25 mm Rmt 32.00 28.90

iv) 32 mm Rmt 37.00 33.40

v) 40 mm Rmt 46.00 42.30

vi) 50 mm Rmt 55.00 50.50

vii) 65 mm Rmt 80.00 72.50

viii) 80 mm Rmt 89.00 81.00

ix) 100 mm Rmt 106.00 89.10

b) MEDIUM

i) 15 mm Rmt 25.00 22.20

ii) 20 mm Rmt 28.00 25.20

iii) 25 mm Rmt 34.00 30.50

iv) 32 mm Rmt 39.00 35.00

v) 40 mm Rmt 50.00 45.50

vi) 50 mm Rmt 59.00 53.70

vii) 65 mm Rmt 86.00 78.60



2012-2013

Rate in Rs. 2013-

2014

viii) 80 mm Rmt 97.00 88.00

ix) 100 mm Rmt 106.00 96.50

x) 125 mm Rmt 113.00 103.10

xi) 150 mm Rmt 119.00 107.60

c) HEAVY

i) 15 mm Rmt 27.00 24.90

ii) 20 mm Rmt 30.00 26.80

iii) 25 mm Rmt 36.00 33.10

iv) 32 mm Rmt 43.00 39.30

v) 40 mm Rmt 54.00 48.70

vi) 50 mm Rmt 67.00 61.20

vii) 65 mm Rmt 94.00 85.10

viii) 80 mm Rmt 113.00 102.20

ix) 100 mm Rmt 106.00 96.10

x) 125 mm Rmt 118.00 107.20

xi) 150 mm Rmt 128.00 116.60

Note: Only 85% Payment shall be payable till satisfactory hydraulic testing is given



1 Providing ISI standard Stoneware

pipes including all taxes (Central

and local), inspection charges,

railway freight, unloading from

railway wagons, loading into

trucks, transport to departmental

stores, unloading, stacking etc.

complete as per IS-651.

With E.D.

Without

E.D. With E.D.

Without

E.D.

i) 100 mm Rmt 122.00

ii) 150 mm Rmt 167.00

iii) 200 mm Rmt 223.00

iv) 225 mm Rmt 269.00

v) 250 mm Rmt 300.00

vi) 300 mm Rmt 352.00

2 Lowering, laying and jointing in

proper grade and alignment

Stoneware pipes with cement

joints in C. M. (1:1) proportion of

following diameters including cost

of conveyance from stores to site of

work jointing material, labour,

giving satisfactory hydraulic

testing etc. complete as per IS-

1742.

i) 100 mm Rmt 63.80 46.30

ii) 150 mm Rmt 104.50 67.00

iii) 200 mm Rmt 130.90 70.40

iv) 225 mm Rmt 143.00 70.60

v) 250 mm Rmt 156.20 70.40

vi) 300 mm Rmt 182.60 75.70

Note: Only 85% Payment shall be payable till satisfactory hydraulic testing is given

Section - I- (V) - STONEWARE PIPESS

Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

Section-I-(V)-STONEWARE PIPES 73

1 Providing ISI standard R.C.C.

pipes in standard lengths of


suitable for either collar joints or

rubber ring joints, including all

taxes (Central and local),

inspection charges, transport to

departmental stores/site,

unloading and stacking etc.

complete as per IS-458/1988.

Note: One collar should be

supplied with each full length

plain ended RCC pipe, cost of

collar included in rates below. One

rubber ring should be supplied

with each full length of socketed

pipe, cost included in rates below.

With E.D.

Without

E.D. With E.D.

Without

E.D.

a) Class " P-I "

i) 80 mm Rmt 309.00 281.00 273.00 247.00

ii) 100 mm Rmt 324.00 294.00 293.00 267.00

iii) 150 mm Rmt 339.00 309.00 304.00 275.00

iv) 200 mm Rmt 396.00 360.00 355.00 322.00

v) 225 mm Rmt 452.00 411.00 407.00 369.00

vi) 250 mm Rmt 494.00 449.00 443.00 403.00

vii) 300 mm Rmt 632.00 575.00 567.00 514.00

viii) 350 mm Rmt 681.00 619.00 613.00 556.00

ix) 400 mm Rmt 864.00 785.00 782.00 710.00

x) 450 mm Rmt 1064.00 966.00 962.00 873.00

xi) 500 mm Rmt 1280.00 1163.00 1153.00 1046.00

xii) 600 mm Rmt 1615.00 1466.00 1456.00 1322.00

xiii) 700 mm Rmt 2103.00 1910.00 1892.00 1719.00

xiv) 800 mm Rmt 2428.00 2205.00 2184.00 1983.00

xv) 900 mm Rmt 3056.00 2775.00 2751.00 2498.00

xvi) 1000 mm Rmt 3580.00 3252.00 3225.00 2928.00

xvii) 1100 mm Rmt 4068.00 3694.00 3662.00 3326.00

xviii) 1200 mm Rmt 4887.00 4438.00 4402.00 3998.00


Collar Joints Rubber Ring Joints

Section - I- (VI) - R.C.C. PIPESS

Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

Section-I-(VI)-R.C.C. PIPES 74



Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

b) Class " P-II " Collar Joint Rubber Ring

i) 80 mm Rmt 329.00 299.00 293.00 265.00

ii) 100 mm Rmt 351.00 319.00 316.00 286.00

iii) 150 mm Rmt 420.00 381.00 379.00 344.00

iv) 200 mm Rmt 566.00 513.00 513.00 465.00

v) 225 mm Rmt 670.00 608.00 604.00 547.00

vi) 250 mm Rmt 725.00 659.00 658.00 598.00

vii) 300 mm Rmt 956.00 869.00 914.00 829.00

viii) 350 mm Rmt 1193.00 1084.00 1080.00 981.00

ix) 400 mm Rmt 1332.00 1210.00 1213.00 1101.00

x) 450 mm Rmt 1616.00 1467.00 1450.00 1317.00

xi) 500 mm Rmt 2256.00 2049.00 2056.00 1867.00

xii) 600 mm Rmt 2797.00 2541.00 2521.00 2290.00

xiii) 700 mm Rmt 3811.00 3461.00 3466.00 3148.00

xiv) 800 mm Rmt 4583.00 4163.00 4177.00 3794.00

xv) 900 mm Rmt 5163.00 4689.00 5202.00 4724.00

xvi) 1000 mm Rmt 6249.00 5675.00 5626.00 5109.00

c) Class " P-III " Collar Joint Rubber Ring

i) 80 mm Rmt 355.00 322.00 351.00 318.00

ii) 100 mm Rmt 383.00 348.00 379.00 343.00

iii) 150 mm Rmt 437.00 397.00 438.00 397.00

iv) 200 mm Rmt 594.00 540.00 595.00 540.00

v) 225 mm Rmt 709.00 643.00 709.00 643.00

vi) 250 mm Rmt 829.00 753.00 830.00 752.00

vii) 300 mm Rmt 1151.00 1046.00 1151.00 1045.00

viii) 350 mm Rmt 1502.00 1364.00 1502.00 1364.00

ix) 400 mm Rmt 2067.00 1878.00 2067.00 1878.00

x) 450 mm Rmt 2372.00 2155.00 2373.00 2156.00

xi) 500 mm Rmt 2895.00 2630.00 2896.00 2629.00

xii) 600 mm Rmt 3719.00 3378.00 3720.00 3378.00

xiii) 700 mm Rmt 5305.00 4819.00 5305.00 4818.00

xiv) 800 mm Rmt 6738.00 6119.00 6738.00 6119.00




Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

d) Class " NP-II " Collar Joint Rubber Ring

i) 80 mm Rmt 290.00 293.00

ii) 100 mm Rmt 298.00 304.00

iii) 150 mm Rmt 348.00 354.00

iv) 200 mm Rmt 407.00 415.00

v) 225 mm Rmt 454.00 463.00

vi) 250 mm Rmt 488.00 498.00

vii) 300 mm Rmt 652.00 665.00

viii) 350 mm Rmt 799.00 815.00

ix) 400 mm Rmt 928.00 947.00

x) 450 mm Rmt 1088.00 1110.00

xi) 500 mm Rmt 1272.00 1297.00

xii) 600 mm Rmt 1679.00 1713.00

xiii) 700 mm Rmt 2422.00 2470.00

xiv) 800 mm Rmt 2767.00 2822.00

xv) 900 mm Rmt 3545.00 3616.00

xvi) 1000 mm Rmt 4243.00 4328.00

xvii) 1100 mm Rmt 5327.00 5434.00

xviii) 1200 mm Rmt 5703.00 5817.00

xix) 1400 mm Rmt 6778.00 6914.00

xx) 1600 mm Rmt 7782.00 7938.00

xxi) 1800 mm Rmt 10901.00 11119.00

e) Class " NP-III " Collar Joint Rubber Ring

i) 80 mm Rmt 328.00 335.00

ii) 100 mm Rmt 372.00 379.00

iii) 150 mm Rmt 410.00 418.00

iv) 200 mm Rmt 612.00 624.00

v) 225 mm Rmt 713.00 727.00

vi) 250 mm Rmt 763.00 778.00

vii) 300 mm Rmt 868.00 885.00

viii) 350 mm Rmt 1537.00 1568.00

ix) 400 mm Rmt 1722.00 1756.00

x) 450 mm Rmt 2047.00 2088.00

xi) 500 mm Rmt 2274.00 2319.00




Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014

xii) 600 mm Rmt 2996.00 3056.00

xiii) 700 mm Rmt 4072.00 4153.00

xiv) 800 mm Rmt 4851.00 4948.00

xv) 900 mm Rmt 5603.00 5715.00

xvi) 1000 mm Rmt 6855.00 6992.00

xvii) 1100 mm Rmt 7930.00 8089.00

xviii) 1200 mm Rmt 9304.00 9490.00

xix) 1400 mm Rmt 11180.00 11404.00

xx) 1600 mm Rmt 16292.00 16618.00

xxi) 1800 mm Rmt 21550.00 21981.00

f) Class " NP-IV " Collar Joint Rubber Ring

i) 80 mm Rmt 353.00 360.00

ii) 100 mm Rmt 414.00 422.00

iii) 150 mm Rmt 469.00 478.00

iv) 200 mm Rmt 655.00 668.00

v) 225 mm Rmt 774.00 789.00

vi) 250 mm Rmt 872.00 889.00

vii) 300 mm Rmt 1111.00 1133.00

viii) 350 mm Rmt 1687.00 1721.00

ix) 400 mm Rmt 1807.00 1843.00

x) 450 mm Rmt 2131.00 2174.00

xi) 500 mm Rmt 2604.00 2656.00

xii) 600 mm Rmt 3185.00 3249.00

xiii) 700 mm Rmt 4767.00 4862.00

xiv) 800 mm Rmt 5444.00 5553.00

xv) 900 mm Rmt 6376.00 6504.00

xvi) 1000 mm Rmt 9026.00 9207.00

xvii) 1100 mm Rmt 9792.00 9988.00

xviii) 1200 mm Rmt 9836.00 10033.00

xix) 1400 mm Rmt 15359.00 15666.00

xx) 1600 mm Rmt 19148.00 19531.00

xxi) 1800 mm Rmt 26249.00 26774.00




Rate (in Rs.)

2012-2013

Rate in Rs. 2013-

2014


proper grade and alignment R.C.C.

pipes with collar joints in C.M.1:1

proportion or socketed R.C.C.

pipes with rubber joints (excluding

cost of rubber ring or R.C.C.

collar,) including cost of


work, cost of jointing material,

labour, giving hydraulic testing


Engineer-in-charge (For all class of

pipes.) as per IS-783-1985.Collar

JointLabour

Involved

Rubber

ring

JointLabour

Involved

For All class of pipes

i) 80 mm Rmt 44.00 28.70 31.00 15.50

ii) 100 mm Rmt 52.80 35.20 37.00 18.70

iii) 150 mm Rmt 80.30 54.00 56.00 28.70

iv) 200 mm Rmt 105.60 71.60 75.00 38.60

v) 225 mm Rmt 124.30 79.90 88.00 42.40

vi) 250 mm Rmt 139.70 89.40 98.00 46.20

vii) 300 mm Rmt 168.30 106.60 118.00 54.80

viii) 350 mm Rmt 172.70 106.10 121.00 53.30

ix) 400 mm Rmt 220.00 142.20 155.00 74.80

x) 450 mm Rmt 266.20 159.60 185.00 78.20

xi) 500 mm Rmt 290.40 177.40 203.00 88.20

xii) 600 mm Rmt 367.40 212.60 254.00 100.50

xiii) 700 mm Rmt 415.80 248.10 289.00 121.80

xiv) 800 mm Rmt 481.80 283.90 334.00 136.70

xv) 900 mm Rmt 530.20 319.30 369.00 157.60

xvi) 1000 mm Rmt 579.70 355.50 404.00 178.00

xvii) 1100 mm Rmt 806.30 386.00 547.00 143.80

xviii) 1200 mm Rmt 855.80 421.90 582.00 185.50

xix) 1400 mm Rmt 953.70 493.20 652.00 202.00

xx) 1600 mm Rmt 1051.60 564.60 722.00 246.60

xxi) 1800 mm Rmt 1149.50 636.00 792.00 288.00

Note: Only 85% rate shall be payable till satisfactory hydraulic testing is given.



1 Providing ISI standard Pre -

stressed Cement concrete pipes of


including cost of all meterial and

labour required, cost of all

taxes(Central and local) ,

inspection charges, transportaion

to stores/ site, unloading and

stacking etc. complete as per IS-

784-2001.

Note: One rubber ring should be

supplied with each pipe, cost

included in rates below.

i)Factory test pressure-a)Site test pressure +

0.1N/mm2,For working Pressure

upto 1 N/mm2

b) Site test pressure +


above 1 N/mm2

ii) Site test pressure-1.5 times

working pressure pertaining to

the section or 1.1 times static

pressure,which ever is more

(such pressure is to be control

within 25% of pumphead incase

of pumping main)

iii) Working pressure-The

maximum sustained internal

pressure excluding surge to

which each portion of pipeline

may be subjected when

installed. With E.D.

Without

E.D.

a) Factory Test Pressure

2kg/Sq.cm

i) 350 mm Rmt 3400.00 3085.00

ii) 400 mm Rmt 3657.00 3318.00

iii) 450 mm Rmt 3837.00 3481.00

Section - I- (VII) - P.S.C. PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(VII)-P.S.C. PIPES 79


2012-2013

Rate in Rs.

2013-2014

iv) 500 mm Rmt 4225.00 3833.00

v) 600 mm Rmt 5078.00 4608.00

vi) 700 mm Rmt 5654.00 5130.00

vii) 800 mm Rmt 6983.00 6335.00

viii) 900 mm Rmt 8684.00 7878.00

ix) 1000 mm Rmt 10121.00 9184.00

x) 1100 mm Rmt 11560.00 10488.00

xi) 1200 mm Rmt 13358.00 12119.00

xii) 1300 mm Rmt 15447.00 14014.00

xiii) 1400 mm Rmt 16996.00 15419.00

xiv) 1500 mm Rmt 19452.00 17648.00

xv) 1600 mm Rmt 21575.00 19574.00

xVi) 1700 mm Rmt 23699.00 21501.00

xvii) 1800 mm Rmt 25823.00 23427.00

b) Factory Test Pressure 4

kg/Sq.cm

i) 350 mm Rmt 3400.00 3085.00

ii) 400 mm Rmt 3658.00 3319.00

iii) 450 mm Rmt 3837.00 3481.00

iv) 500 mm Rmt 4225.00 3833.00

v) 600 mm Rmt 5080.00 4609.00

vi) 700 mm Rmt 5656.00 5131.00

vii) 800 mm Rmt 6984.00 6336.00

viii) 900 mm Rmt 8685.00 7879.00

ix) 1000 mm Rmt 10124.00 9186.00

x) 1100 mm Rmt 11562.00 10490.00

xi) 1200 mm Rmt 13358.00 12120.00

xii) 1300 mm Rmt 15451.00 14017.00

xiii) 1400 mm Rmt 16998.00 15420.00

xiv) 1500 mm Rmt 19455.00 17651.00

xv) 1600 mm Rmt 21578.00 19577.00

xVi) 1700 mm Rmt 23703.00 21504.00

xvii) 1800 mm Rmt 25825.00 23430.00

c) Factory Test Pressure 6

kg/Sq.cm

i) 350 mm Rmt 3404.00 3089.00



2012-2013

Rate in Rs.

2013-2014

ii) 400 mm Rmt 3678.00 3338.00

iii) 450 mm Rmt 3847.00 3490.00

iv) 500 mm Rmt 4255.00 3861.00

v) 600 mm Rmt 5148.00 4670.00

vi) 700 mm Rmt 5851.00 5310.00

vii) 800 mm Rmt 7242.00 6570.00

viii) 900 mm Rmt 9027.00 8189.00

ix) 1000 mm Rmt 10529.00 9552.00

x) 1100 mm Rmt 11988.00 10877.00

xi) 1200 mm Rmt 13888.00 12599.00

xii) 1300 mm Rmt 16044.00 14555.00

xiii) 1400 mm Rmt 17652.00 16014.00

xiv) 1500 mm Rmt 20220.00 18344.00

xv) 1600 mm Rmt 22456.00 20373.00

xVi) 1700 mm Rmt 24693.00 22402.00

xvii) 1800 mm Rmt 26929.00 24432.00

d) Factory Test Pressure 8

kg/Sq.cm

i) 350 mm Rmt 3411.00 3094.00

ii) 400 mm Rmt 3705.00 3362.00

iii) 450 mm Rmt 3871.00 3513.00

iv) 500 mm Rmt 4315.00 3915.00

v) 600 mm Rmt 5321.00 4827.00

vi) 700 mm Rmt 6146.00 5577.00

vii) 800 mm Rmt 7548.00 6848.00

viii) 900 mm Rmt 9409.00 8537.00

ix) 1000 mm Rmt 11004.00 9983.00

x) 1100 mm Rmt 12590.00 11423.00

xi) 1200 mm Rmt 14576.00 13226.00

xii) 1300 mm Rmt 16861.00 15299.00

xiii) 1400 mm Rmt 18637.00 16909.00

xiv) 1500 mm Rmt 21355.00 19376.00

xv) 1600 mm Rmt 24097.00 21861.00

xVi) 1700 mm Rmt 26838.00 24348.00

xvii) 1800 mm Rmt 29579.00 26836.00



2012-2013

Rate in Rs.

2013-2014

e) Factory Test Pressure 10

kg/Sq.cm

i) 350 mm Rmt 3428.00 3110.00

ii) 400 mm Rmt 3757.00 3407.00

iii) 450 mm Rmt 4007.00 3635.00

iv) 500 mm Rmt 4489.00 4071.00

v) 600 mm Rmt 5550.00 5035.00

vi) 700 mm Rmt 6396.00 5802.00

vii) 800 mm Rmt 7933.00 7197.00

viii) 900 mm Rmt 9886.00 8969.00

ix) 1000 mm Rmt 11577.00 10505.00

x) 1100 mm Rmt 13285.00 12053.00

xi) 1200 mm Rmt 15392.00 13964.00

xii) 1300 mm Rmt 17821.00 16168.00

xiii) 1400 mm Rmt 20144.00 18275.00

xiv) 1500 mm Rmt 23092.00 20951.00

xv) 1600 mm Rmt 25733.00 23347.00

xVi) 1700 mm Rmt 28372.00 25742.00

xvii) 1800 mm Rmt 31012.00 28138.00

f) Factory Test Pressure 12

kg/Sq.cm

i) 350 mm Rmt 3512.00 3185.00

ii) 400 mm Rmt 3855.00 3498.00

iii) 450 mm Rmt 4134.00 3750.00

iv) 500 mm Rmt 4642.00 4211.00

v) 600 mm Rmt 5771.00 5235.00

vi) 700 mm Rmt 6683.00 6064.00

vii) 800 mm Rmt 8309.00 7539.00

viii) 900 mm Rmt 10333.00 9375.00

ix) 1000 mm Rmt 12105.00 10984.00

x) 1100 mm Rmt 13879.00 12592.00

xi) 1200 mm Rmt 16357.00 14842.00

xii) 1300 mm Rmt 18944.00 17089.00

xiii) 1400 mm Rmt 20960.00 19017.00

xiv) 1500 mm Rmt 24004.00 21777.00

xv) 1600 mm Rmt 26746.00 24266.00

xVi) 1700 mm Rmt 29490.00 26754.00



2012-2013

Rate in Rs.

2013-2014

xvii) 1800 mm Rmt 32232.00 29243.00

g) Factory Test Pressure 14

kg/Sq.cm

i) 350 mm Rmt 3598.00 3263.00

ii) 400 mm Rmt 3957.00 3591.00

iii) 450 mm Rmt 4262.00 3866.00

iv) 500 mm Rmt 4792.00 4348.00

v) 600 mm Rmt 5993.00 5437.00

vi) 700 mm Rmt 6972.00 6326.00

vii) 800 mm Rmt 8688.00 7882.00

viii) 900 mm Rmt 10827.00 9823.00

ix) 1000 mm Rmt 12915.00 11717.00

x) 1100 mm Rmt 14840.00 13464.00

xi) 1200 mm Rmt 17205.00 15610.00

xii) 1300 mm Rmt 19860.00 18018.00

xiii) 1400 mm Rmt 22633.00 20534.00

xiv) 1500 mm Rmt 25936.00 23531.00

xv) 1600 mm Rmt 29004.00 26315.00

xVi) 1700 mm Rmt 32072.00 29099.00

xvii) 1800 mm Rmt 35141.00 31883.00

h) Factory Test Pressure 16

kg/Sq.cm

i) 350 mm Rmt 3675.00 3335.00

ii) 400 mm Rmt 4064.00 3687.00

iii) 450 mm Rmt 4391.00 3985.00

iv) 500 mm Rmt 4950.00 4492.00

v) 600 mm Rmt 6213.00 5637.00

vi) 700 mm Rmt 7266.00 6592.00

vii) 800 mm Rmt 9063.00 8222.00

viii) 900 mm Rmt 12030.00 10915.00

ix) 1000 mm Rmt 13539.00 12283.00

x) 1100 mm Rmt 16249.00 14740.00

xi) 1200 mm Rmt 18754.00 17015.00

xii) 1300 mm Rmt 21585.00 19584.00

xiii) 1400 mm Rmt 23826.00 21617.00

xiv) 1500 mm Rmt 28302.00 25677.00



2012-2013

Rate in Rs.

2013-2014

xv) 1600 mm Rmt 31744.00 28800.00

xVi) 1700 mm Rmt 35186.00 31923.00

xvii) 1800 mm Rmt 38627.00 35044.00

i) Factory Test Pressure 18

kg/Sq.cm

i) 350 mm Rmt 3761.00 3412.00

ii) 400 mm Rmt 4176.00 3788.00

iii) 450 mm Rmt 4518.00 4099.00

iv) 500 mm Rmt 5105.00 4631.00

v) 600 mm Rmt 6434.00 5837.00

vi) 700 mm Rmt 7946.00 7210.00

vii) 800 mm Rmt 9916.00 8996.00

viii) 900 mm Rmt 12542.00 11378.00

ix) 1000 mm Rmt 14738.00 13371.00

x) 1100 mm Rmt 17008.00 15430.00

xi) 1200 mm Rmt 19658.00 17835.00

xii) 1300 mm Rmt 22642.00 20542.00

xiii) 1400 mm Rmt 29877.00 27107.00

xiv) 1500 mm Rmt 33689.00 30564.00

xv) 1600 mm Rmt 37971.00 34450.00

xVi) 1700 mm Rmt 42252.00 38334.00

xvii) 1800 mm Rmt 46533.00 42218.00

j) Factory Test Pressure 20

kg/Sq.cm

i) 350 mm Rmt 3849.00 3491.00

ii) 400 mm Rmt 4277.00 3881.00

iii) 450 mm Rmt 4649.00 4219.00

iv) 500 mm Rmt 5265.00 4776.00

v) 600 mm Rmt 6661.00 6044.00

vi) 700 mm Rmt 8803.00 7986.00

vii) 800 mm Rmt 11711.00 10624.00

viii) 900 mm Rmt 13843.00 12559.00

ix) 1000 mm Rmt 16654.00 15109.00

x) 1100 mm Rmt 19796.00 17961.00

xi) 1200 mm Rmt 24895.00 22588.00

xii) 1300 mm Rmt 27394.00 24853.00



2012-2013

Rate in Rs.

2013-2014

xiii) 1400 mm Rmt 32000.00 29033.00

xiv) 1500 mm Rmt 36169.00 32915.00

xv) 1600 mm Rmt 40452.00 36812.00

xVi) 1700 mm Rmt 44734.00 40708.00

xvii) 1800 mm Rmt 49015.00 44605.00


proper grade and alignment Pre-

Stressed Cement Concrete Pipes

with rubber ring joints including

cost of conveyance from stores to

site of works, all lablour involved,

giving hydraulic testing, etc.

complete buexcluding cost of

rubber rings (for all class of pipes) LABOUR

INVOLVED

i) 350 mm Rmt 105.00 46.10

ii) 400 mm Rmt 148.00 71.40

iii) 450 mm Rmt 179.00 74.80

iv) 500 mm Rmt 203.00 87.90

v) 600 mm Rmt 270.00 105.10

vi) 700 mm Rmt 297.00 123.40

vii) 800 mm Rmt 334.00 134.90

viii) 900 mm Rmt 345.00 145.90

ix) 1000 mm Rmt 445.00 194.20

x) 1100 mm Rmt 585.00 191.70

xi) 1200 mm Rmt 626.00 210.40

xii) 1300 mm Rmt 743.00 227.50

xiii) 1400 mm Rmt 784.00 261.50

xiv) 1500 mm Rmt 989.00 253.20

xv) 1600 mm Rmt 1112.00 467.00

xVi) 1700 mm Rmt 1239.00 520.40

xvii) 1800 mm Rmt 1310.00 550.20

1)

2)

3)

Only 85% rate is payable till satisfactory hydraulic testing is given.

Whenever manufacturer is separated and contractor for lowering, laying,

jointing and testing is separate, the principal contractor shall enter into an

agreement with P.S.C. pipe manufacturer for satisfactory manufacturing,

transporting, lowering, laying jointing and testing of pipes.

This foot note shall appear into the tender conditions.



1 Providing and supplying European

Standard EN 639/1994 and EN

641/1994 or AWWA C-303

standard and reinforced concrete

pressure pipes cylinder type as per

IS-15155-2002 (Bar wrapped steel

cylinder pipes suitable for

overlaping steel welded joint or

butt welded steel joints) of


including cost of all material and

labour required, cost of all taxes

(Central and State Govt.),


to stores/ site, transit insurance,

loading and unloding and stacking

etc. complete.

Note: 1) Class mentioned below

represents the working pressure of

pipe.

2) For external coating at site to

the joints, necessary polythene

wrapping for pouring cement

slurry shall also be given free with

each pipe.

i)Factory test pressure-a)Site test pressure +


upto 1 N/mm2



above 1 N/mm2


working pressure pertaining to

the section or 1.1 times static

pressure,which ever is

more (such pressure is to be

control within 25% of pumphead

incase of pumping main)

Section - I- (VIII) - B.W.S.C. PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(VIII)-B.W.S.C. PIPES 86


2012-2013

Rate in Rs.

2013-2014



pressure excluding surge to

which each portion of pipeline

may be subjected when installedWith E.D.

Without

E.D.

a) Facory Test Pressure 4 kg/Sqcm

i) 350 mm Rmt 3706.00 3366.00

ii) 400 mm Rmt 4064.00 3691.00

iii) 450 mm Rmt 4499.00 4086.00

iv) 500 mm Rmt 5006.00 4546.00

v) 600 mm Rmt 6510.00 5912.00

vi) 700 mm Rmt 7522.00 6831.00

vii) 800 mm Rmt 8168.00 7418.00

viii) 900 mm Rmt 11414.00 10367.00

ix) 1000mm Rmt 13155.00 11947.00

x) 1100mm Rmt 18907.00 17171.00

xi) 1200mm Rmt 21085.00 19149.00

xii) 1300mm Rmt 24621.00 22362.00

xiii) 1400mm Rmt 26410.00 23986.00

xiv) 1500mm Rmt 28184.00 25598.00

xv) 1600mm Rmt 30364.00 27577.00

xvi) 1700mm Rmt 32213.00 29256.00

xvii) 1800mm Rmt 34393.00 31237.00

b) Factory Test Pressure 6

kg/Sqcm

i) 350 mm Rmt 3710.00 3369.00

ii) 400 mm Rmt 4068.00 3694.00

iii) 450 mm Rmt 4501.00 4089.00

iv) 500 mm Rmt 5013.00 4554.00

v) 600 mm Rmt 6517.00 5920.00

vi) 700 mm Rmt 7528.00 6838.00

vii) 800 mm Rmt 8175.00 7425.00

viii) 900 mm Rmt 11421.00 10373.00

ix) 1000mm Rmt 13160.00 11953.00

x) 1100mm Rmt 18913.00 17179.00



2012-2013

Rate in Rs.

2013-2014

xi) 1200mm Rmt 21090.00 19157.00

xii) 1300mm Rmt 24627.00 22367.00

xiii) 1400mm Rmt 26416.00 23992.00

xiv) 1500mm Rmt 28192.00 25604.00

xv) 1600mm Rmt 30370.00 27584.00

xvi) 1700mm Rmt 32219.00 29262.00

xvii) 1800mm Rmt 34399.00 31243.00

c) FactoryTest Pressure 8

kg/Sqcm

i) 350 mm Rmt 3713.00 3373.00

ii) 400 mm Rmt 4071.00 3698.00

iii) 450 mm Rmt 4506.00 4092.00

iv) 500 mm Rmt 5025.00 4564.00

v) 600 mm Rmt 6528.00 5928.00

vi) 700 mm Rmt 7540.00 6847.00

vii) 800 mm Rmt 8186.00 7434.00

viii) 900 mm Rmt 11432.00 10383.00

ix) 1000mm Rmt 13172.00 11964.00

x) 1100mm Rmt 18925.00 17187.00

xi) 1200mm Rmt 21102.00 19165.00

xii) 1300mm Rmt 24638.00 22378.00

xiii) 1400mm Rmt 26427.00 24002.00

xiv) 1500mm Rmt 28203.00 25614.00

xv) 1600mm Rmt 30382.00 27594.00

xvi) 1700mm Rmt 32230.00 29272.00

xvii) 1800mm Rmt 34411.00 31253.00

d) Factory Test Pressure 10

kg/Sqcm

i) 350 mm Rmt 3717.00 3375.00

ii) 400 mm Rmt 4075.00 3702.00

iii) 450 mm Rmt 4509.00 4095.00

iv) 500 mm Rmt 5040.00 4577.00

v) 600 mm Rmt 6544.00 5943.00

vi) 700 mm Rmt 7555.00 6862.00

vii) 800 mm Rmt 8202.00 7449.00

viii) 900 mm Rmt 11437.00 10398.00



2012-2013

Rate in Rs.

2013-2014

ix) 1000mm Rmt 13187.00 11978.00

x) 1100mm Rmt 18941.00 17202.00

xi) 1200mm Rmt 21117.00 19180.00

xii) 1300mm Rmt 24653.00 22392.00

xiii) 1400mm Rmt 26443.00 24016.00

xiv) 1500mm Rmt 28218.00 25629.00

xv) 1600mm Rmt 30397.00 27608.00

xvi) 1700mm Rmt 32245.00 29286.00

xvii) 1800mm Rmt 34426.00 31268.00

e) Factory Test Pressure 12

kg/Sqcm

i) 350 mm Rmt 3720.00 3379.00

ii) 400 mm Rmt 4079.00 3704.00

iii) 450 mm Rmt 4513.00 4099.00

iv) 500 mm Rmt 5059.00 4597.00

v) 600 mm Rmt 6564.00 5961.00

vi) 700 mm Rmt 7575.00 6880.00

vii) 800 mm Rmt 9368.00 8507.00

viii) 900 mm Rmt 11448.00 10398.00

ix) 1000mm Rmt 14231.00 12925.00

x) 1100mm Rmt 18960.00 17221.00

xi) 1200mm Rmt 21138.00 19200.00

xii) 1300mm Rmt 24675.00 22411.00

xiii) 1400mm Rmt 26464.00 24036.00

xiv) 1500mm Rmt 28538.00 25921.00

xv) 1600mm Rmt 31570.00 28673.00

xvi) 1700mm Rmt 34171.00 31036.00

xvii) 1800mm Rmt 38004.00 34516.00

f) Factory Test Pressure 14

kg/Sqcm

i) 350 mm Rmt 3724.00 3383.00

ii) 400 mm Rmt 4083.00 3707.00

iii) 450 mm Rmt 4526.00 4110.00

iv) 500 mm Rmt 5152.00 4679.00

v) 600 mm Rmt 6683.00 6069.00

vi) 700 mm Rmt 8695.00 7898.00



2012-2013

Rate in Rs.

2013-2014

vii) 800 mm Rmt 10196.00 9259.00

viii) 900 mm Rmt 12574.00 11420.00

ix) 1000mm Rmt 15138.00 13750.00

x) 1100mm Rmt 19037.00 17291.00

xi) 1200mm Rmt 21130.00 19191.00

xii) 1300mm Rmt 25286.00 22965.00

xiii) 1400mm Rmt 28572.00 25951.00

xiv) 1500mm Rmt 31792.00 28874.00

xv) 1600mm Rmt 35451.00 32197.00

xvi) 1700mm Rmt 38923.00 35351.00

xvii) 1800mm Rmt 42585.00 38678.00

g) Factory Test Pressure 16

kg/Sqcm

i) 350 mm Rmt 3728.00 3386.00

ii) 400 mm Rmt 4087.00 3712.00

iii) 450 mm Rmt 4684.00 4255.00

iv) 500 mm Rmt 5525.00 5018.00

v) 600 mm Rmt 7173.00 6515.00

vi) 700 mm Rmt 9254.00 8407.00

vii) 800 mm Rmt 11090.00 10073.00

viii) 900 mm Rmt 13717.00 12458.00

ix) 1000mm Rmt 16673.00 15143.00

x) 1100mm Rmt 20080.00 18238.00

xi) 1200mm Rmt 23418.00 21269.00

xii) 1300mm Rmt 27896.00 25337.00

xiii) 1400mm Rmt 31490.00 28601.00

xiv) 1500mm Rmt 35119.00 31896.00

xv) 1600mm Rmt 39052.00 35470.00

xvi) 1700mm Rmt 43349.00 39371.00

xvii) 1800mm Rmt 48369.00 43932.00

h) Factory Test Pressure 18

kg/Sqcm

i) 350 mm Rmt 3732.00 3391.00

ii) 400 mm Rmt 4148.00 3767.00

iii) 450 mm Rmt 4833.00 4389.00

iv) 500 mm Rmt 5691.00 5168.00



2012-2013

Rate in Rs.

2013-2014

v) 600 mm Rmt 7444.00 6761.00

vi) 700 mm Rmt 9785.00 8888.00

vii) 800 mm Rmt 11550.00 10491.00

viii) 900 mm Rmt 14275.00 12966.00

ix) 1000mm Rmt 17415.00 15817.00

x) 1100mm Rmt 20957.00 19033.00

xi) 1200mm Rmt 24417.00 22177.00

xii) 1300mm Rmt 28992.00 26333.00

xiii) 1400mm Rmt 33132.00 30092.00

xiv) 1500mm Rmt 36595.00 33237.00

xv) 1600mm Rmt 41512.00 37703.00

xvi) 1700mm Rmt 46039.00 41816.00

xvii) 1800mm Rmt 50958.00 46283.00

i) Factory Test Pressure 20

kg/Sqcm

i) 350 mm Rmt 3719.00 3379.00

ii) 400 mm Rmt 4380.00 3979.00

iii) 450 mm Rmt 5004.00 4544.00

iv) 500 mm Rmt 6065.00 5509.00

v) 600 mm Rmt 7935.00 7207.00

vi) 700 mm Rmt 10317.00 9371.00

vii) 800 mm Rmt 12595.00 11439.00

viii) 900 mm Rmt 15551.00 14125.00

ix) 1000mm Rmt 19029.00 17282.00

x) 1100mm Rmt 22835.00 20741.00

xi) 1200mm Rmt 26549.00 24114.00

xii) 1300mm Rmt 31538.00 28644.00

xiii) 1400mm Rmt 36348.00 33012.00

xiv) 1500mm Rmt 40934.00 37179.00

xv) 1600mm Rmt 45721.00 41525.00

xvi) 1700mm Rmt 51075.00 46389.00

xvii) 1800mm Rmt 56537.00 51351.00

Notes:

1) For lowering, laying & pouring of cement mortar in the field on joints (

after laying and welding ), rates as per P. S. C. pipes lowering, laying and

jointing shall be adopted.



2012-2013

Rate in Rs.

2013-2014

2) For field welding rates applicable for similar welding in M. S. pipes given in

that section shall be abopted.

3) Whenever manufacturer is separate and contractor for lowering laying,

jointing and testing is separate, the pricipal contractor shall be enter into an

agreement with B. W. S. C. pipe manufacturer for satisfactory manufacturing

transporting, lowering, laying, jointing and testing of pipes.

4) No negative tolerance shall be accepted for the M. S. Shell thickness of B.

W. S. C. pipes over the thickness mentioned in E. N. 641 of AWWA AC 303.



1 Providing and supplying Glass

fibre reinfor ced polyester pipes

conforming to BIS - 12709 / BIS

14402 with double bell REKA GRP

coupling EPDM rubber gaskets for

sealing of following pressure

diameter and stiffness class

including cost of all material and

labour required cost of all taxes

(Central and State Govt.),

insurance, transportation to site of

work / store unloading and

stacking etc. complete.

With E.D.

Without

E.D.

A Class(SN) 2500

a) 3 Kg/Sq.cm.

i) 300 mm Rmt 1371.00 1229.00

ii) 350 mm Rmt 1586.00 1422.00

iii) 400 mm Rmt 1745.00 1565.00

iv) 450 mm Rmt 1965.00 1761.00

v) 500 mm Rmt 2222.00 1992.00

vi) 600 mm Rmt 2855.00 2559.00

vii) 700 mm Rmt 3548.00 3181.00

viii) 800 mm Rmt 4357.00 3906.00

ix) 900 mm Rmt 5324.00 4773.00

x) 1000mm Rmt 6315.00 5662.00

xi) 1100mm Rmt 7677.00 6883.00

xii) 1200mm Rmt 8938.00 8013.00

xiii) 1300mm Rmt 10121.00 9074.00

xiv) 1400mm Rmt 11685.00 10477.00

xv) 1500mm Rmt 13280.00 11907.00

xvi) 1600mm Rmt 15466.00 13867.00

xvii) 1700mm Rmt 18269.00 16573.00

xviii) 1800mm Rmt 19935.00 18085.00

xviv) 1900mm Rmt 22284.00 20216.00

xx 2000mm Rmt 24092.00 21856.00

xxi) 2100mm Rmt 26923.00 24424.00

xxii) 2200mm Rmt 28899.00 26217.00

xxiii) 2300mm Rmt 31232.00 28333.00

Section - I- (IX) - GRP PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(IX)-GRP PIPES 93


2012-2013

Rate in Rs.

2013-2014

xxiv) 2400mm Rmt 33384.00 30286.00

b) 6 kg/Sq.cm.

i) 300 mm Rmt 1422.00 1275.00

ii) 350 mm Rmt 1626.00 1458.00

iii) 400 mm Rmt 1827.00 1638.00

iv) 450 mm Rmt 2029.00 1819.00

v) 500 mm Rmt 2307.00 2068.00

vi) 600 mm Rmt 2988.00 2679.00

vii) 700 mm Rmt 3715.00 3331.00

viii) 800 mm Rmt 4552.00 4081.00

ix) 900 mm Rmt 5545.00 4972.00

x) 1000mm Rmt 6595.00 5913.00

xi) 1100mm Rmt 7992.00 7166.00

xii) 1200mm Rmt 9249.00 8293.00

xiii) 1300mm Rmt 10583.00 9489.00

xiv) 1400mm Rmt 12109.00 10857.00

xv) 1500mm Rmt 13814.00 12385.00

xvi) 1600mm Rmt 16111.00 14445.00

xvii) 1700mm Rmt 19038.00 17271.00

xviii) 1800mm Rmt 20715.00 18793.00

xviv) 1900mm Rmt 23181.00 21029.00

xx 2000mm Rmt 25033.00 22710.00

xxi) 2100mm Rmt 27987.00 25389.00

xxii) 2200mm Rmt 30159.00 27360.00

xxiii) 2300mm Rmt 32504.00 29488.00

xxiv) 2400mm Rmt 34710.00 31489.00

c) 9 kg/Sq.cm.

i) 300 mm Rmt 1468.00 1316.00

ii) 350 mm Rmt 1706.00 1530.00

iii) 400 mm Rmt 1902.00 1705.00

iv) 450 mm Rmt 2157.00 1933.00

v) 500 mm Rmt 2445.00 2192.00

vi) 600 mm Rmt 3171.00 2843.00

vii) 700 mm Rmt 3949.00 3541.00

viii) 800 mm Rmt 4919.00 4410.00

ix) 900 mm Rmt 6009.00 5387.00



2012-2013

Rate in Rs.

2013-2014

x) 1000mm Rmt 7114.00 6378.00

xi) 1100mm Rmt 8598.00 7708.00

xii) 1200mm Rmt 9983.00 8950.00

xiii) 1300mm Rmt 11527.00 10335.00

xiv) 1400mm Rmt 13245.00 11875.00

xv) 1500mm Rmt 15044.00 13488.00

xvi) 1600mm Rmt 17564.00 15747.00

xvii) 1700mm Rmt 20797.00 18867.00

xviii) 1800mm Rmt 22744.00 20633.00

xviv) 1900mm Rmt 25266.00 22921.00

xx 2000mm Rmt 27416.00 24872.00

xxi) 2100mm Rmt 30510.00 27678.00

xxii) 2200mm Rmt 32799.00 29755.00

xxiii) 2300mm Rmt 35415.00 32129.00

xxiv) 2400mm Rmt 38193.00 34649.00

d) 12 kg/Sq.cm.

i) 300 mm Rmt 1556.00 1395.00

ii) 350 mm Rmt 1796.00 1610.00

iii) 400 mm Rmt 2000.00 1793.00

iv) 450 mm Rmt 2613.00 2342.00

v) 500 mm Rmt 2264.00 2029.00

vi) 600 mm Rmt 3407.00 3054.00

vii) 700 mm Rmt 4225.00 3788.00

viii) 800 mm Rmt 5234.00 4693.00

ix) 900 mm Rmt 6418.00 5754.00

x) 1000mm Rmt 7650.00 6859.00

xi) 1100mm Rmt 9377.00 8406.00

xii) 1200mm Rmt 10936.00 9805.00

xiii) 1300mm Rmt 12378.00 11097.00

xiv) 1400mm Rmt 14246.00 12772.00

xv) 1500mm Rmt 16289.00 14604.00

xvi) 1600mm Rmt 18892.00 16938.00

xvii) 1700mm Rmt 22414.00 20334.00

xviii) 1800mm Rmt 24573.00 22293.00

xviv) 1900mm Rmt 27200.00 24676.00

xx 2000mm Rmt 29580.00 26835.00

xxi) 2100mm Rmt 32976.00 29916.00



2012-2013

Rate in Rs.

2013-2014

xxii) 2200mm Rmt 35587.00 32284.00

e) 15 kg/Sq.cm.

i) 300 mm Rmt 1620.00 1452.00

ii) 350 mm Rmt 1871.00 1677.00

iii) 400 mm Rmt 2080.00 1865.00

iv) 450 mm Rmt 2398.00 2150.00

v) 500 mm Rmt 2756.00 2471.00

vi) 600 mm Rmt 3642.00 3265.00

vii) 700 mm Rmt 4543.00 4073.00

viii) 800 mm Rmt 5669.00 5082.00

ix) 900 mm Rmt 6987.00 6264.00

x) 1000mm Rmt 8292.00 7434.00

xi) 1100mm Rmt 10173.00 9121.00

xii) 1200mm Rmt 11804.00 10583.00

xiii) 1300mm Rmt 13549.00 12147.00

xiv) 1400mm Rmt 15595.00 13982.00

xv) 1500mm Rmt 17692.00 15862.00

xvi) 1600mm Rmt 20527.00 18404.00

xvii) 1700mm Rmt 24695.00 22403.00

xviii) 1800mm Rmt 26988.00 24483.00

xviv) 1900mm Rmt 30134.00 27338.00

xx 2000mm Rmt 32796.00 29752.00

B Class (SN) 5000

a) 3 Kg/Sq.cm.

i) 300 mm Rmt 1470.00 1317.00

ii) 350 mm Rmt 1724.00 1546.00

iii) 400 mm Rmt 1965.00 1761.00

iv) 450 mm Rmt 2234.00 2004.00

v) 500 mm Rmt 2472.00 2216.00

vi) 600 mm Rmt 3222.00 2889.00

vii) 700 mm Rmt 4033.00 3616.00

viii) 800 mm Rmt 4999.00 4482.00

ix) 900 mm Rmt 6155.00 5519.00

x) 1000mm Rmt 7321.00 6564.00

xi) 1100mm Rmt 8874.00 7956.00

xii) 1200mm Rmt 10401.00 9325.00



2012-2013

Rate in Rs.

2013-2014

xiii) 1300mm Rmt 11843.00 10618.00

xiv) 1400mm Rmt 13612.00 12204.00

xv) 1500mm Rmt 15533.00 13926.00

xvi) 1600mm Rmt 18058.00 16190.00

xvii) 1700mm Rmt 21385.00 19400.00

xviii) 1800mm Rmt 23454.00 21277.00

xix) 1900mm Rmt 26105.00 23682.00

xx) 2000mm Rmt 28394.00 25758.00

xxi) 2100mm Rmt 31611.00 28677.00

xxii) 2200mm Rmt 34120.00 30954.00

b) 6 Kg/Sq.cm.

i) 300 mm Rmt 1492.00 1338.00

ii) 350 mm Rmt 1753.00 1572.00

iii) 400 mm Rmt 1938.00 1737.00

iv) 450 mm Rmt 2209.00 1980.00

v) 500 mm Rmt 2545.00 2282.00

vi) 600 mm Rmt 3292.00 2952.00

vii) 700 mm Rmt 4136.00 3708.00

viii) 800 mm Rmt 5119.00 4589.00

ix) 900 mm Rmt 6305.00 5653.00

x) 1000mm Rmt 7485.00 6711.00

xi) 1100mm Rmt 9154.00 8208.00

xii) 1200mm Rmt 10641.00 9540.00

xiii) 1300mm Rmt 12160.00 10902.00

xiv) 1400mm Rmt 13952.00 12509.00

xv) 1500mm Rmt 15896.00 14252.00

xvi) 1600mm Rmt 18502.00 16589.00

xvii) 1700mm Rmt 21907.00 19874.00

xviii) 1800mm Rmt 24020.00 21791.00

xix) 1900mm Rmt 26757.00 24274.00

xx) 2000mm Rmt 29152.00 26446.00

xxi) 2100mm Rmt 32429.00 29420.00

xxii) 2200mm Rmt 35057.00 31804.00

c) 9 Kg/Sq.cm.

i) 300 mm Rmt 1547.00 1387.00

ii) 350 mm Rmt 1813.00 1625.00



2012-2013

Rate in Rs.

2013-2014

iii) 400 mm Rmt 2040.00 1829.00

iv) 450 mm Rmt 2323.00 2082.00

v) 500 mm Rmt 2657.00 2382.00

vi) 600 mm Rmt 3650.00 3273.00

vii) 700 mm Rmt 4334.00 3886.00

viii) 800 mm Rmt 5582.00 5005.00

ix) 900 mm Rmt 6590.00 5909.00

x) 1000mm Rmt 7861.00 7049.00

xi) 1100mm Rmt 12694.00 11381.00

xii) 1200mm Rmt 14442.00 12948.00

xiii) 1300mm Rmt 16271.00 14588.00

xiv) 1400mm Rmt 18213.00 16330.00

xv) 1500mm Rmt 20866.00 18707.00

xvi) 1600mm Rmt 23703.00 21252.00

xvii) 1700mm Rmt 28204.00 25586.00

xviii) 1800mm Rmt 30732.00 27880.00

d) 12 Kg/Sq.cm.

i) 300 mm Rmt 1591.00 1426.00

ii) 350 mm Rmt 1887.00 1692.00

iii) 400 mm Rmt 2086.00 1870.00

iv) 450 mm Rmt 2415.00 2165.00

v) 500 mm Rmt 2758.00 2473.00

vi) 600 mm Rmt 3642.00 3265.00

vii) 700 mm Rmt 4591.00 4116.00

viii) 800 mm Rmt 5666.00 5080.00

ix) 900 mm Rmt 7076.00 6344.00

x) 1000mm Rmt 8322.00 7461.00

xi) 1100mm Rmt 10229.00 9170.00

xii) 1200mm Rmt 11886.00 10657.00

xiii) 1300mm Rmt 13623.00 12214.00

xiv) 1400mm Rmt 15698.00 14074.00

xv) 1500mm Rmt 17831.00 15986.00

xvi) 1600mm Rmt 20607.00 18476.00

xvii) 1700mm Rmt 24516.00 22241.00

xviii) 1800mm Rmt 26951.00 24450.00

xix) 1900mm Rmt 29866.00 27095.00



2012-2013

Rate in Rs.

2013-2014

e) 15 Kg/Sq.cm.

i) 300 mm Rmt 1647.00 1477.00

ii) 350 mm Rmt 1962.00 1758.00

iii) 400 mm Rmt 2193.00 1966.00

iv) 450 mm Rmt 2533.00 2271.00

v) 500 mm Rmt 2890.00 2591.00

vi) 600 mm Rmt 3836.00 3439.00

vii) 700 mm Rmt 4827.00 4328.00

viii) 800 mm Rmt 6040.00 5415.00

ix) 900 mm Rmt 7450.00 6679.00

x) 1000mm Rmt 8882.00 7963.00

xi) 1100mm Rmt 10802.00 9685.00

xii) 1200mm Rmt 12657.00 11348.00

xiii) 1300mm Rmt 14463.00 12967.00

xiv) 1400mm Rmt 16688.00 14962.00

xv) 1500mm Rmt 18981.00 17018.00

xvi) 1600mm Rmt 21975.00 19703.00

xvii) 1700mm Rmt 26079.00 23659.00

xviii) 1800mm Rmt 28722.00 26057.00

Notes:

1) For lowering, laying & jointing rates of GRP pipes 50 % rates for lowering,

laying & jointing of PSC pipes of corresponding diameter shall be adopted.

2) Where manufacturer is seperate & contractor for lowering,laying jointing

&testing is seperate the principal controctor shall enter into an aggrement

with G.R.P. pipe manufacture for safisfactory manufacturing, transporiting,

lowering, laying, jointing & testing of pipe.

3) Only 85 % Payment shall be payable till satisfactory hydraulic testing is

given.

This foot Note shall appear in tender conditions.




standard lengths Polyethelene

Pipes, confirming to IS 4984 /

14151 / 12786 / 13488 with

nesessary jointing material like

mechanical connector i. e. thread /

insert joint / quick release coupler

joint / compression fitting joint or

flanged joint, including all local &

central taxes, transportation and

fright charges inspection charges,

loading / unloading charges,

conveyance to the departmental

stores / site & stacking the same

in closed shade duly protecting

from sunrays & rains, etc.

complete.

With E.D.

Without

E.D.

A) PE-100

a) 6kg/sq,cm

i) 63mm Rmt 91.00 84.00

ii) 75mm Rmt 132.00 119.00

iii) 90mm Rmt 184.00 167.00

iv) 110mm Rmt 267.00 242.00

v) 125mm Rmt 364.00 330.00

vi) 140mm Rmt 457.00 415.00

vii) 160mm Rmt 592.00 538.00

viii) 180mm Rmt 746.00 678.00

ix) 200mm Rmt 876.00 794.00

x) 225mm Rmt 1129.00 1024.00

xi) 250mm Rmt 1385.00 1257.00

xii) 280mm Rmt 1737.00 1576.00

xiii) 315mm Rmt 2201.00 1997.00

xiv) 355mm Rmt 2790.00 2531.00

xv) 400mm Rmt 3654.00 3315.00

xvi) 450 mm Rmt 4814.00 4368.00

xvii) 500 mm Rmt 5953.00 5400.00

xviii) 560 mm Rmt 7451.00 6760.00

Section - I- (X) - H.D.P.E. PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(X)-HDPE PIPES 100


2012-2013

Rate in Rs.

2013-2014

xix) 630 mm Rmt 9385.00 8509.00

xx) 710 mm Rmt 11891.00 10986.00

xix) 800 mm Rmt 14336.00 13244.00

xx) 900 mm Rmt 18161.00 16778.00

xix) 1000 mm Rmt 22394.00 20690.00

b) 8kg/sq,cm

i) 63mm Rmt 116.00 105.00

ii) 75mm Rmt 172.00 156.00

iii) 90mm Rmt 231.00 209.00

iv) 110mm Rmt 340.00 308.00

v) 125mm Rmt 461.00 418.00

vi) 140mm Rmt 576.00 524.00

vii) 160mm Rmt 750.00 680.00

viii) 180mm Rmt 945.00 857.00

ix) 200mm Rmt 1113.00 1010.00

x) 225mm Rmt 1430.00 1297.00

xi) 250mm Rmt 1762.00 1598.00

xii) 280mm Rmt 2210.00 2004.00

xiii) 315mm Rmt 2794.00 2536.00

xiv) 355mm Rmt 3537.00 3209.00

xv) 400mm Rmt 4645.00 4215.00

xvi) 450 mm Rmt 6212.00 5635.00

xvii) 500 mm Rmt 7663.00 6951.00

xviii) 560 mm Rmt 9618.00 8725.00

xix) 630 mm Rmt 12109.00 10978.00

xx) 710 mm Rmt 15344.00 14176.00

xix) 800 mm Rmt 18509.00 17100.00

xx) 900 mm Rmt 23430.00 21646.00

xix) 1000 mm Rmt 22868.00 21127.00

c) 10kg/sq,cm

i) 63mm Rmt 145.00 131.00

ii) 75mm Rmt 204.00 185.00

iii) 90mm Rmt 290.00 264.00

iv) 110mm Rmt 428.00 389.00

v) 125mm Rmt 552.00 501.00

vi) 140mm Rmt 690.00 625.00



2012-2013

Rate in Rs.

2013-2014

vii) 160mm Rmt 895.00 813.00

viii) 180mm Rmt 1136.00 1031.00

ix) 200mm Rmt 1331.00 1208.00

x) 225mm Rmt 1704.00 1547.00

xi) 250mm Rmt 2129.00 1931.00

xii) 280mm Rmt 2628.00 2385.00

xiii) 315mm Rmt 3376.00 3062.00

xiv) 355mm Rmt 4236.00 3843.00

xv) 400mm Rmt 5643.00 5118.00

xvi) 450 mm Rmt 7509.00 6811.00

xvii) 500 mm Rmt 9280.00 8418.00

xviii) 560 mm Rmt 11161.00 10124.00

xix) 630 mm Rmt 14659.00 13289.00

xx) 710 mm Rmt 18618.00 16880.00

xix) 800 mm Rmt 22441.00 20346.00

xx) 900 mm Rmt 22710.00 20589.00

xix) 1000 mm Rmt 28067.00 25445.00

d) 12.5kg/sq,cm

i) 63mm Rmt 169.00 154.00

ii) 75mm Rmt 239.00 217.00

iii) 90mm Rmt 345.00 314.00

iv) 110mm Rmt 508.00 461.00

v) 125mm Rmt 656.00 595.00

vi) 140mm Rmt 822.00 746.00

vii) 160mm Rmt 1070.00 971.00

viii) 180mm Rmt 1354.00 1228.00

ix) 200mm Rmt 1591.00 1443.00

x) 225mm Rmt 2053.00 1862.00

ix) 250mm Rmt 2525.00 2290.00

x) 280mm Rmt 3166.00 2872.00

ix) 315mm Rmt 4007.00 3636.00

x) 355mm Rmt 5089.00 4617.00

ix) 400mm Rmt 6688.00 6068.00

x) 450 mm Rmt 8938.00 8108.00

ix) 500 mm Rmt 11015.00 9994.00

x) 560 mm Rmt 13808.00 12528.00

ix) 630 mm Rmt 17623.00 15978.00



2012-2013

Rate in Rs.

2013-2014

x) 710 mm Rmt 18175.00 16478.00

ix) 800 mm Rmt 21902.00 19857.00

x) 900 mm Rmt 27748.00 25156.00

ix) 1000 mm Rmt 33795.00 30639.00

e) 16 kg/cm2

i) 63mm Rmt 205.00 185.00

ii) 75mm Rmt 288.00 262.00

iii) 90mm Rmt 414.00 375.00

iv) 110mm Rmt 612.00 554.00

v) 125mm Rmt 790.00 717.00

vi) 140mm Rmt 986.00 894.00

vii) 160mm Rmt 1293.00 1173.00

viii) 180mm Rmt 1627.00 1476.00

ix) 200mm Rmt 2808.00 2549.00

x) 225mm Rmt 3550.00 3221.00

xi) 250mm Rmt 4379.00 3973.00

xii) 280mm Rmt 5493.00 4983.00

xiii) 315mm Rmt 6943.00 6300.00

xiv) 355mm Rmt 8809.00 7990.00

xvii) 400mm Rmt 11410.00 10352.00

xvi) 450 mm Rmt 14463.00 13120.00

xvii) 500 mm Rmt 17835.00 16180.00

xviii) 560 mm Rmt 13650.00 12375.00

xix) 630 mm Rmt 17294.00 15679.00

xx) 710 mm Rmt 22006.00 19951.00

xix) 800 mm Rmt 26511.00 24035.00

xx) 900 mm Rmt 33558.00 30424.00

xix) 1000 mm Rmt 41199.00 37353.00

2 Providing and Supplying in

standard length Polyethylene (PE)

pipes for non pressure

underground drainage and

sewerage with smooth internal and

corrugated (profiled) external

surface with Anti rodent property

confirming to ISO -21138- 3:2007



2012-2013

Rate in Rs.

2013-2014

with ecessary jointing material like

mechanical connector i.e. thread/

insert joint/ quick release coupler/

compression fitting joint/ or

flanged joint including all local and

central taxes, transportation and

freight charges, inspection

charges, loading and unloading

charges, conveyance to the

departmental stores /site and

stacking the same in closed shade

duly protecting from sunrays and

rains etc complete

HDPE PIPES FOR DRAINAGE

Class SN4 SN4

i) 160 mm (OD) Rmt 280.00

ii) 175 mm(OD) Rmt 320.00

iii) 200 mm(OD) Rmt 400.00

iv) 250 mm(OD) Rmt 592.00

v) 315 mm(OD) Rmt 840.00

Class SN8 SN8

i) 160 mm (OD) Rmt 304.00

ii) 175 mm(OD) Rmt 365.00

iii) 200 mm(OD) Rmt 440.00

iv) 250 mm(OD) Rmt 840.00

v) 315 mm(OD) Rmt 1056.00

3 Lowering laying and jointing HDPE

/MDPE pipes in proper position

including all specials by

Compression fitting / Electrofusion

and But fusion jointing procedure

including hydraulic testing as per

relevent IS Code complete with all

materials for jointing procedures

like Electrofusion machine,

Electric mirror/



2012-2013

Rate in Rs.

2013-2014

heater / But fusion welding

machine with hydraulic jack, top

laoding clamp etc pump and

accessories for hydraulic testing

and all labours as directe by

engineer incharge as per IS - 7634

Part II.

i) 20mm Rmt 10.00

ii) 25mm Rmt 15.00

iii) 32mm Rmt 20.00

iv) 40mm Rmt 25.00

v) 50mm Rmt 30.00

vi) 63mm Rmt 37.00

vii) 75mm Rmt 40.00

viii) 90mm Rmt 55.00

ix) 110mm Rmt 58.00

x) 125mm Rmt 66.00

xi) 140mm Rmt 89.00

xii) 160mm Rmt 95.00

xiii) 180mm Rmt 95.00

xiv) 200mm Rmt 106.00

xv) 225mm Rmt 136.00

xvi) 250mm Rmt 141.00

xvii) 280mm Rmt 174.00

xvi) 315mm Rmt 191.00


xvi) 400mm Rmt 211.00


xvi) 500mm Rmt 308.00


xvi) 630mm Rmt 388.00

4 Lowering ,Laying and jointing

HDPE Double Wall Corrugated

Pipes for non pressure

Underground drainage and

Sewerage applications and

specials of following class and

diameter including cost of




2012-2013

Rate in Rs.

2013-2014

works including cost of all labour

material except O ring coupler

giving satisfactory hydraulic testing

as per relevant ISO etc complete

i) 160MM (OD) Rmt 32.00

ii) 175MM (OD) Rmt 36.00

iii) 200MM (OD) Rmt 39.00

iv) 250MM (OD) Rmt 49.00

v) 315MM (OD) Rmt 60.00



1 Providing and Supplying Blue

MDPE pipes conforming to ISO

4427:1996 manufactured from

virgin resin PE 80 Food grade

compounded Raw Material having

Blue Colour only assurance

certificate from quality agencies

like WRC / CIPET (India) / DVGM

/ KIWA / SPGN etc. for usage in

Drinking Water with quality

system The cost shall include

testing of all materials, all taxes

Central,Sate , Municipal,

Inspection charges, transportation

up to site, transit insurance,

loading, as specified and directed.

unloading, stacking etc. complete

as specified and directed.

With E.D.

Without

E.D.

A) PN 16 (SDR 9)

i) 20 mm Rmt 28.00 26.00

ii) 25 mm Rmt 40.00 36.00

iii) 32 mm Rmt 66.00 59.00

iv) 40 mm Rmt 97.00 87.00

v) 50 mm Rmt 148.00 132.00

vi) 63 mm Rmt 218.00 194.00

vii) 75 mm Rmt 295.00 262.00

viii) 90 mm Rmt 426.00 379.00

ix) 110 mm Rmt 633.00 563.00

x) 125 mm Rmt 817.00 727.00

xi) 140 mm Rmt 1027.00 914.00

vii) 160 mm Rmt 1361.00 1211.00

viii) 180 mm Rmt 1722.00 1533.00

ix) 200 mm Rmt 2129.00 1895.00

x) 225 mm Rmt 2697.00 2400.00

xi) 250 mm Rmt 3316.00 2952.00

xii) 280 mm Rmt 4169.00 3711.00

315 mm Rmt 5362.00 4772.00

Section - I- (XI) - M.D.P.E. PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XI)-MDPE PIPES 107


2012-2013

Rate in Rs.

2013-2014

B) PN 12.5 (SDR 11)

i) 25 mm Rmt 37.00 33.00

ii) 32 mm Rmt 62.00 55.00

iii) 40 mm Rmt 90.00 84.00

iv) 50 mm Rmt 130.00 116.00

v) 63 mm Rmt 175.00 158.00

vi) 75 mm Rmt 245.00 219.00

vii) 90 mm Rmt 359.00 316.00

viii) 110 mm Rmt 526.00 468.00

ix) 125 mm Rmt 684.00 609.00

x) 140 mm Rmt 854.00 760.00

xi) 160 mm Rmt 1118.00 995.00

xii) 180 mm Rmt 1439.00 1291.00

vii) 200 mm Rmt 1778.00 1581.00

viii) 225 mm Rmt 2248.00 2001.00

ix) 250 mm Rmt 2770.00 2479.00

x) 280 mm Rmt 3471.00 3089.00

xi) 315 mm Rmt 4400.00 3916.00

C) PN 10 (SDR 13.6)

i) 63 mm Rmt 150.00 134.00

ii) 75 mm Rmt 212.00 189.00

iii) 90 mm Rmt 305.00 272.00

iv) 110 mm Rmt 450.00 401.00

v) 125 mm Rmt 579.00 516.00

vi) 140 mm Rmt 727.00 647.00

vii) 160 mm Rmt 951.00 846.00

viii) 180 mm Rmt 1205.00 1072.00

ix) 200 mm Rmt 1483.00 1320.00

x) 225 mm Rmt 1881.00 1673.00

xi) 250 mm Rmt 2315.00 2060.00

xii) 280 mm Rmt 2900.00 2581.00

vii) 315 mm Rmt 3662.00 3259.00

D) PN 8 (SDR 17)

i) 63 mm Rmt 122.00 108.00

ii) 75 mm Rmt 171.00 152.00

iii) 90 mm Rmt 247.00 220.00



2012-2013

Rate in Rs.

2013-2014

iv) 110 mm Rmt 367.00 327.00

v) 125 mm Rmt 470.00 418.00

vi) 140 mm Rmt 589.00 524.00

vii) 160 mm Rmt 771.00 686.00

viii) 180 mm Rmt 977.00 870.00

ix) 200 mm Rmt 1203.00 1071.00

x) 225 mm Rmt 1528.00 1360.00

xi) 250 mm Rmt 1875.00 1705.00

xii) 280 mm Rmt 2399.00 2135.00

xiii) 315 mm Rmt 3040.00 2705.00

E) PN 6 (SDR 21)

i) 63 mm Rmt 94.00 84.00

ii) 75 mm Rmt 136.00 121.00

iii) 90 mm Rmt 190.00 169.00

iv) 110 mm Rmt 284.00 258.00

v) 125 mm Rmt 374.00 326.00

vi) 140 mm Rmt 460.00 410.00

vii) 160 mm Rmt 602.00 536.00

viii) 180 mm Rmt 756.00 672.00

ix) 200 mm Rmt 939.00 836.00

x) 225 mm Rmt 1189.00 1058.00

xi) 250 mm Rmt 1452.00 1293.00

xii) 280 mm Rmt 1836.00 1634.00

xiii) 315 mm Rmt 2309.00 2055.00

2 Providing & Supply of Electro

Fusion Fittings in accordance with

BS EN12201: Part-3 suitable for

drinking water with in black / blue

colour manufactured from compo-

unded PE80 / PE100 virgin

polymer and compatible with PE80

/ PE100 pipes, in pressure rating

SDR11 with min PN12.5 rated for

water application and shall be

inclusive of all cost such as

testing, all taxes related to



2012-2013

Rate in Rs.

2013-2014

central, state & municipal,

inspection charges, transporta-

tion up to site, transit insurance,

loading, unloading, stacking etc.

complete.

A) Couplers

i) Couplers 20 No. 100.00

ii) Couplers 25 No. 100.00

iii) Couplers 32 No. 100.00

iv) Couplers 40 No. 173.00

v) Couplers 50 No. 217.00

vi) Couplers 63 No. 257.00

vii) Couplers 75 No. 435.00

viii) Couplers 90 No. 476.00

ix) Couplers 110 No. 664.00

x) Couplers 125 No. 675.00

xi) Couplers 140 No. 1446.00

xii) Couplers 160 No. 1569.00

xiii) Couplers 180 No. 2254.00

xiv) Couplers 200 No. 2530.00

xv) Couplers 225 No. 3189.00

xvi) Couplers 250 No. 4973.00

xvii) Couplers 280 No. 5600.00

xviii) Couplers 315 No. 6116.00

B) Equal Tee

i) Equal Tee 20 No. 210.00

ii) Equal Tee 25 No. 210.00

iii) Equal Tee 32 No. 210.00

iv) Equal Tee 40 No. 463.00

v) Equal Tee 50 No. 473.00

vi) Equal Tee 63 No. 775.00

vii) Equal Tee 75 No. 1135.00

viii) Equal Tee 90 No. 1620.00

ix) Equal Tee 110 No. 2250.00

x) Equal Tee 125 No. 3104.00

xi) Equal Tee 160 No. 5380.00

xii) Equal Tee 180 No. 6758.00



2012-2013

Rate in Rs.

2013-2014

xiii) Equal Tee 200 No. 10832.00

xiv) Equal Tee 225 No. 12215.00

xv) Equal Tee 250 No. 17895.00

C) Elbow 90 Deg.

i) Elbow 90 Deg. 20 No. 112.00

ii) Elbow 90 Deg. 25 No. 112.00

iii) Elbow 90 Deg. 32 No. 113.00

iv) Elbow 90 Deg. 40 No. 153.00

v) Elbow 90 Deg. 50 No. 181.00

vi) Elbow 90 Deg. 63 No. 252.00

vii) Elbow 90 Deg. 75 No. 394.00

viii) Elbow 90 Deg. 90 No. 465.00

ix) Elbow 90 Deg. 110 No. 641.00

x) Elbow 90 Deg. 125 No. 816.00

xi) Elbow 90 Deg. 160 No. 1786.00

xii) Elbow 90 Deg. 180 No. 2070.00

xiii) Elbow 90 Deg. 200 No. 2679.00

xiv) Elbow 90 Deg. 225 No. 5840.00

xv) Elbow 90 Deg. 250 No. 10943.00

D) Elbow 45 Deg.

i) Elbow 45 Deg. 32 No. 120.00

ii) Elbow 45 Deg. 40 No. 145.00

iii) Elbow 45 Deg. 50 No. 172.00

iv) Elbow 45 Deg. 63 No. 240.00

v) Elbow 45 Deg. 75 No. 374.00

vi) Elbow 45 Deg. 90 No. 442.00

vii) Elbow 45 Deg. 110 No. 641.00

viii) Elbow 45 Deg. 125 No. 816.00

ix) Elbow 45 Deg. 160 No. 1503.00

x) Elbow 45 Deg. 180 No. 1970.00

xi) Elbow 45 Deg. 200 No. 2070.00

xii) Elbow 45 Deg. 225 No. 2679.00

xiii) Elbow 45 Deg. 250 No. 5840.00

E) Reducer

i) Reducer 25X20 No. 150.00



2012-2013

Rate in Rs.

2013-2014

ii) Reducer 32X20 No. 158.00

iii) Reducer 32X25 No. 165.00

iv) Reducer 40X32 No. 179.00

v) Reducer 50X32 No. 179.00

vi) Reducer 50X40 No. 179.00

vii) Reducer 63X32 No. 217.00

viii) Reducer 63X40 No. 217.00

ix) Reducer 63X50 No. 217.00

x) Reducer 90X63 No. 536.00

xi) Reducer 110X75 697.00

xii) Reducer 110X90 No. 697.00

xiii) Reducer 125X90 No. 774.00

xiv) Reducer 160X110 No. 1369.00

xv) Reducer 180X125 No. 1705.00

xvi) Reducer 200X160 No. 2020.00

xvi) Reducer 225X160 No. 2955.00

xvii) Reducer 250X160 No. 4082.00

xviii) Reducer 250X200 No. 4465.00

G) End Cap

i) End Cap 20 No. 40.00

ii) End Cap 25 No. 40.00

iii) End Cap 32 No. 55.00

iv) End Cap 40 No. 60.00

v) End Cap 50 No. 64.00

vi) End Cap 63 No. 84.00

vii) End Cap 75 No. 308.00

viii) End Cap 90 No. 351.00

ix) End Cap 110 No. 493.00

x) End Cap 125 No. 624.00

xi) End Cap 140 No. 1021.00

xii) End Cap 160 No. 1106.00

xiii) End Cap 180 No. 1286.00

xiv) End Cap 200 No. 2055.00

xv) End Cap 225 No. 3530.00

xvi) End Cap 250 No. 4550.00

xvi) End Cap 315 No. 7527.00

H) Ferrule tapping tee

i) Ferrule tapping tee 63 x 1/2" No. 757.00

ii) Ferrule tapping tee 63 x 3/4" No. 757.00

iii) Ferrule tapping tee 63 x 1" No. 757.00



2012-2013

Rate in Rs.

2013-2014

iv) Ferrule tapping tee 75 x 1/2" No. 757.00

v) Ferrule tapping tee 75 x 3/4" No. 757.00

vi) Ferrule tapping tee 75 x 1" No. 757.00

vii) Ferrule tapping tee 90 x 1/2" No. 757.00

viii) Ferrule tapping tee 90 x 3/4" No. 757.00

ix) Ferrule tapping tee 90 x 1" No. 757.00

x) Ferrule tapping tee 90 x 11/4" No. 982.00

xi) Ferrule tapping tee 90 x 11/2" No. 982.00

xii) Ferrule tapping tee 90 x 2" No. 982.00

xiii) Ferrule tapping tee 110 x 1/2" No. 757.00

xiv) Ferrule tapping tee 110 x 3/4" No. 757.00

xv) Ferrule tapping tee 110 x 1" No. 757.00

xvi) Ferrule tapping tee 110 x 11/4" No. 982.00

xvi) Ferrule tapping tee 110 x 11/2" No. 982.00

xvii) Ferrule tapping tee 110 x 2" No. 982.00

xviii) Ferrule tapping tee 160 x 1/2" No. 757.00

xix) Ferrule tapping tee 160 x 3/4" No. 757.00

xxi) Ferrule tapping tee 160 x 1" No. 757.00

xxii) Ferrule tapping tee 160 x 11/4" No. 1070.00

xxiii) Ferrule tapping tee 160 x 11/2" No. 1070.00

xxiv) Ferrule tapping tee 160 x 2" No. 1070.00

xxv) Ferrule tapping tee 200 x 1/2" No. 1068.00

xxvi) Ferrule tapping tee 200 x 3/4" No. 1068.00

xxvii) Ferrule tapping tee 200 x 1" No. 1068.00

xxviii) Ferrule tapping tee 200 x 11/4" No. 1540.00

xxix) Ferrule tapping tee 200 x 11/2" No. 1540.00

xxx) Ferrule tapping tee 200 x 2" No. 1540.00

xxxi) Ferrule tapping tee 250 x 1/2" No. 1068.00

xxxii) Ferrule tapping tee 250 x 3/4" No. 1068.00

xxxiii) Ferrule tapping tee 250 x 1" No. 1068.00

xxxiv) Ferrule tapping tee 250 x 11/4" No. 1540.00

xxxv) Ferrule tapping tee 250 x 11/2" No. 1540.00

xxxvi) Ferrule tapping tee 250 x 2" No. 1540.00

xxxvii) Ferrule tapping tee 315 x 1/2" No. 1271.00

xxxviii) Ferrule tapping tee 315 x 3/4" No. 1271.00

xxxix) Ferrule tapping tee 315 x 1" No. 1271.00

xxxx) Ferrule tapping tee 315 x 11/4" No. 1726.00

xxxxi) Ferrule tapping tee 315 x 11/2" No. 1726.00

xxxxii) Ferrule tapping tee 315 x 2" No. 1726.00

3 Providing & Supply of Compression

fittings, PN16 rated in

conformation to ISO:14236-2000

and shall be tested as per

ISO:3459,



2012-2013

Rate in Rs.

2013-2014

ISO:3501 & ISO:3503, suitable for

drinking water & approved by

WRAS, UK/ KIWA etc, in food

grade polypropylene and shall be

inclusive of all cost such as

testing, all taxes related to central,

state & unicipal, inspection

charges, transportation up to site,

transit insurance, loading,

unloading, stacking etc. complete.

A) Male Adaptor

i) Male Adaptor 20x1/2" No. 68.00

ii) Male Adaptor 25x3/4" No. 78.00

iii) Male Adaptor 32x1" No. 100.00

iv) Male Adaptor 40x1 1/4" No. 184.00

v) Male Adaptor 50x1 1/2" No. 241.00

vi) Male Adaptor 63x2" No. 344.00

i) Female Adaptor 20x1/2" No. 73.00

ii) Female Adaptor 25x3/4" No. 86.00

iii) Female Adaptor 32x1" No. 108.00

iv) Female Adaptor 40x1 1/4" No. 202.00

v) Female Adaptor 50x1 1/2" No. 259.00

vi) Female Adaptor 63x2" No. 365.00

B) Coupling

i) Coupling 20x20 No. 70.00

ii) Coupling 25x25 No. 77.00

iii) Coupling 32x32 No. 98.00

iv) Coupling 40x40 No. 187.00

v) Coupling 50x50 No. 240.00

vi) Coupling 63x63 No. 347.00

C) Reducing Coupling

i) Reducing Coupling 25x20 No. 128.00

ii) Reducing Coupling 32x20 No. 169.00

iii) Reducing Coupling 32x25 No. 169.00

iv) Reducing Coupling 40x25 No. 289.00

v) Reducing Coupling 40x32 No. 289.00

vi) Reducing Coupling 50x32 No. 374.00

vii) Reducing Coupling 50x40 No. 374.00

viii) Reducing Coupling 63x50 No. 530.00



2012-2013

Rate in Rs.

2013-2014

D) 90 Deg. Elbow

i) 90 Deg. Elbow 20 No. 130.00

ii) 90 Deg. Elbow 25 No. 155.00

iii) 90 Deg. Elbow 32 No. 190.00

iv) 90 Deg. Elbow 40 No. 312.00

v) 90 Deg. Elbow 50 No. 443.00

vi) 90 Deg. Elbow 63 No. 600.00

E) 90 Deg. Elbow threaded male off take

i) 90 Deg. Elbow threaded male off

take 20x1/2"

No. 78.00

ii) 90 Deg. Elbow threaded male off

take 25x3/4"

No. 95.00

iii) 90 Deg. Elbow threaded male off

take 32x1"

No. 123.00

iv) 90 Deg. Elbow threaded male off

take 40x11/4"

No. 197.00

v) 90 Deg. Elbow threaded male off

take 50x11/2"

No. 269.00

vi) 90 Deg. Elbow threaded male off

take 63x2"

No. 374.00

F) 90 Deg. Elbow threaded female off take 0.00

i) 90 Deg. Elbow threaded female off

take 20x1/2"

No. 89.00

ii) 90 Deg. Elbow threaded female off

take 25x3/4"

No. 110.00

iii) 90 Deg. Elbow threaded female off

take 32x1"

No. 132.00

iv) 90 Deg. Elbow threaded female off

take 40x11/4"

No. 257.00

v) 90 Deg. Elbow threaded female off

take 50x11/2"

No. 337.00

vi) 90 Deg. Elbow threaded female off

take 63x2"

No. 443.00

G) Equal Tee

i) Equal Tee 20x20x20 No. 155.00

ii) Equal Tee 25x25x25 No. 204.00

iii) Equal Tee 32x32x32 No. 264.00

iv) Equal Tee 40x40x40 No. 436.00

v) Equal Tee 50x50x50 No. 590.00

vi) Equal Tee 63x63x63 No. 839.00



2012-2013

Rate in Rs.

2013-2014

H) End Cap

i) End Cap 20 No. 40.00

ii) End Cap 25 No. 40.00

iii) End Cap 32 No. 55.00

iv) End Cap 40 No. 60.00

v) End Cap 50 No. 64.00

vi) End Cap 63 No. 84.00



1 Providing and Supplying

Prestressed Concrete Cylinder

Pipes as per IS 784-2001 suitable

for sliding ovrelap weld joint or

confined rubber ring joint with

necessary rubber ring of following

class and diameter including cost

of all taxes (central & local)

transporatation, inspection

charges to site of work / store,

transit insurance, unloading and


With E.D.

Without

E.D.

Note: 1) Class mentioned below

represents the working pressure of

pipe.

2) For external coating at site to

the joints, necessary polythene

wrapping for pouring cement

slurry shall also be given free with

each pipe.

i)Factory test pressure-

a)Site test pressure +


upto 1 N/mm2



above 1 N/mm2


working pressure pertaining to the

section or 1.1 times static

pressure,which ever is

more (such pressure is to be

control within 25% of pumphead

incase of pumping main)



pressure excluding surge to which

each portion of pipeline may be

subjected when installed

Section - I- (XII) - P.C.C. PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XII)-P.C.C. PIPES 117


2012-2013

Rate in Rs.

2013-2014

a) Factory Test Pressure - 4 kg/Sq.cm.

i) 350 mm Rmt 4464.00 4054.00

ii) 400 mm Rmt 4909.00 4457.00

iii) 450 mm Rmt 5390.00 4896.00

iv) 500 mm Rmt 5965.00 5417.00

v) 600 mm Rmt 7213.00 6551.00

vi) 700 mm Rmt 8334.00 7569.00

vii) 800 mm Rmt 9382.00 8522.00

viii) 900 mm Rmt 11499.00 10445.00

ix) 1000 mm Rmt 13280.00 12062.00

x) 1100 mm Rmt 14870.00 13505.00

xi) 1200 mm Rmt 16349.00 14849.00

xii) 1300 mm Rmt 18890.00 17156.00

xiii) 1400 mm Rmt 20511.00 18628.00

xiv) 1500 mm Rmt 21993.00 19975.00

xv) 1600 mm Rmt 23476.00 21321.00

xvii) 1700mm Rmt 24958.00 22668.00

xviii) 1800mm Rmt 26440.00 24014.00

b Factory Test Pressure - 5.5 kg/Sq.cm.

i) 350 mm Rmt 4464.00 4054.00

ii) 400 mm Rmt 4930.00 4479.00

iii) 450 mm Rmt 5417.00 4923.00

iv) 500 mm Rmt 6000.00 5449.00

v) 600 mm Rmt 7262.00 6596.00

vi) 700 mm Rmt 8400.00 7629.00

vii) 800 mm Rmt 9493.00 8621.00

viii) 900 mm Rmt 11606.00 10542.00

ix) 1000 mm Rmt 13412.00 12181.00

x) 1100 mm Rmt 15040.00 13661.00

xi) 1200 mm Rmt 17157.00 15584.00

xii) 1300 mm Rmt 19169.00 17409.00

xiii) 1400 mm Rmt 20866.00 18952.00

xiv) 1500 mm Rmt 22350.00 20298.00

xv) 1600 mm Rmt 23832.00 21646.00

xvii) 1700mm Rmt 25315.00 22992.00

xviii) 1800mm Rmt 26797.00 24339.00



2012-2013

Rate in Rs.

2013-2014

c) Factory Test Pressure - 7.0 kg/Sq.cm.

i) 350 mm Rmt 4475.00 4063.00

ii) 400 mm Rmt 4951.00 4496.00

iii) 450 mm Rmt 5445.00 4945.00

iv) 500 mm Rmt 6032.00 5478.00

v) 600 mm Rmt 7312.00 6641.00

vi) 700 mm Rmt 8479.00 7701.00

vii) 800 mm Rmt 9629.00 8745.00

viii) 900 mm Rmt 11756.00 10677.00

ix) 1000 mm Rmt 13613.00 12366.00

x) 1100 mm Rmt 15289.00 13886.00

xi) 1200 mm Rmt 17455.00 15853.00

xii) 1300 mm Rmt 19518.00 17728.00

xiii) 1400 mm Rmt 21450.00 19483.00

xiv) 1500 mm Rmt 22384.00 20329.00

xv) 1600 mm Rmt 23867.00 21676.00

xvii) 1700mm Rmt 25349.00 23023.00

xviii) 1800mm Rmt 26831.00 24369.00

d) Factory Test Pressure - 8.5 kg/Sq.cm.

i) 350 mm Rmt 4492.00 4080.00

ii) 400 mm Rmt 4976.00 4520.00

iii) 450 mm Rmt 5473.00 4970.00

iv) 500 mm Rmt 6067.00 5510.00

v) 600 mm Rmt 7376.00 6700.00

vi) 700 mm Rmt 8578.00 7790.00

vii) 800 mm Rmt 9765.00 8869.00

viii) 900 mm Rmt 11923.00 10828.00

ix) 1000 mm Rmt 13819.00 12550.00

x) 1100 mm Rmt 15537.00 14112.00

xi) 1200 mm Rmt 17903.00 16261.00

xii) 1300 mm Rmt 20032.00 18194.00

xiii) 1400 mm Rmt 21859.00 19853.00

xiv) 1500 mm Rmt 22789.00 20699.00

xv) 1600 mm Rmt 24273.00 22045.00

xvii) 1700mm Rmt 25755.00 23392.00

xviii) 1800mm Rmt 27237.00 24738.00



2012-2013

Rate in Rs.

2013-2014

e) Factory Test Pressure - 10 kg/Sq.cm.

i) 350 mm Rmt 4508.00 4095.00

ii) 400 mm Rmt 4995.00 4539.00

iii) 450 mm Rmt 5506.00 5002.00

iv) 500 mm Rmt 6117.00 5555.00

v) 600 mm Rmt 7449.00 6764.00

vi) 700 mm Rmt 8677.00 7880.00

vii) 800 mm Rmt 9913.00 9003.00

viii) 900 mm Rmt 12087.00 10978.00

ix) 1000 mm Rmt 14024.00 12736.00

x) 1100 mm Rmt 15926.00 14465.00

xi) 1200 mm Rmt 18207.00 16536.00

xii) 1300 mm Rmt 20390.00 18520.00

xiii) 1400 mm Rmt 22276.00 20233.00

xiv) 1500 mm Rmt 23209.00 21079.00

xv) 1600 mm Rmt 24692.00 22427.00

xvii) 1700mm Rmt 26175.00 23773.00

xviii) 1800mm Rmt 27657.00 25120.00

f) Factory Test Pressure - 11.5 kg/Sq.cm.

i) 350 mm Rmt 4527.00 4111.00

ii) 400 mm Rmt 5027.00 4567.00

iii) 450 mm Rmt 5550.00 5039.00

iv) 500 mm Rmt 6169.00 5602.00

v) 600 mm Rmt 7523.00 6833.00

vi) 700 mm Rmt 8774.00 7968.00

vii) 800 mm Rmt 10188.00 9254.00

viii) 900 mm Rmt 12254.00 11131.00

ix) 1000 mm Rmt 14228.00 12922.00

x) 1100 mm Rmt 16181.00 14696.00

xi) 1200 mm Rmt 18513.00 16814.00

xii) 1300 mm Rmt 20751.00 18848.00

xiii) 1400 mm Rmt 22699.00 20617.00

xiv) 1500 mm Rmt 23631.00 21462.00

xv) 1600 mm Rmt 25113.00 22809.00

xvii) 1700mm Rmt 26596.00 24155.00

xviii) 1800mm Rmt 28078.00 25502.00



2012-2013

Rate in Rs.

2013-2014

g) Factory Test Pressure - 13.0 kg/Sq.cm.

i) 350 mm Rmt 4562.00 4143.00

ii) 400 mm Rmt 5069.00 4604.00

iii) 450 mm Rmt 5594.00 5081.00

iv) 500 mm Rmt 6220.00 5649.00

v) 600 mm Rmt 7595.00 6898.00

vi) 700 mm Rmt 8874.00 8058.00

vii) 800 mm Rmt 10356.00 9407.00

viii) 900 mm Rmt 12421.00 11281.00

ix) 1000 mm Rmt 14526.00 13193.00

x) 1100 mm Rmt 16438.00 14930.00

xi) 1200 mm Rmt 18823.00 17095.00

xii) 1300 mm Rmt 21120.00 19181.00

xiii) 1400 mm Rmt 23116.00 20995.00

xiv) 1500 mm Rmt 24047.00 21841.00

xv) 1600 mm Rmt 25530.00 23188.00

xvii) 1700mm Rmt 27012.00 24534.00

xviii) 1800mm Rmt 28494.00 25871.00

h) Factory Test Pressure - 14.5 kg/Sq.cm.

i) 350 mm Rmt 4601.00 4179.00

ii) 400 mm Rmt 5116.00 4646.00

iii) 450 mm Rmt 5649.00 5131.00

iv) 500 mm Rmt 6279.00 5703.00

v) 600 mm Rmt 7672.00 6968.00

vi) 700 mm Rmt 9456.00 8588.00

vii) 800 mm Rmt 10525.00 9559.00

viii) 900 mm Rmt 12706.00 11541.00

ix) 1000 mm Rmt 14739.00 13386.00

x) 1100 mm Rmt 16696.00 15163.00

xi) 1200 mm Rmt 19130.00 17374.00

xii) 1300 mm Rmt 21479.00 19507.00

xiii) 1400 mm Rmt 24161.00 21944.00

xiv) 1500 mm Rmt 25092.00 22789.00

xv) 1600 mm Rmt 26575.00 24137.00

xvii) 1700mm Rmt 28057.00 25483.00

xviii) 1800mm Rmt 29539.00 26830.00



2012-2013

Rate in Rs.

2013-2014

i) Factory Test Pressure - 17.0 kg/Sq.cm.

i) 350 mm Rmt 4636.00 4212.00

ii) 400 mm Rmt 5162.00 4689.00

iii) 450 mm Rmt 5707.00 5183.00

iv) 500 mm Rmt 6347.00 5765.00

v) 600 mm Rmt 7771.00 7057.00

vi) 700 mm Rmt 9076.00 8244.00

vii) 800 mm Rmt 10728.00 9745.00

viii) 900 mm Rmt 12889.00 11705.00

ix) 1000 mm Rmt 14955.00 13581.00

x) 1100 mm Rmt 16964.00 15408.00

xi) 1200 mm Rmt 19440.00 17656.00

xii) 1300 mm Rmt 21844.00 19840.00

xiii) 1400 mm Rmt 24628.00 22367.00

xiv) 1500 mm Rmt 25558.00 23214.00

xv) 1600 mm Rmt 27041.00 24560.00

xvii) 1700mm Rmt 28524.00 25907.00

xviii) 1800mm Rmt 30006.00 27253.00

j) Factory Test Pressure - 18.5 kg/Sq.cm.

i) 350 mm Rmt 4674.00 4245.00

ii) 400 mm Rmt 5209.00 4731.00

iii) 450 mm Rmt 5765.00 5236.00

iv) 500 mm Rmt 6417.00 5828.00

v) 600 mm Rmt 7870.00 7148.00

vi) 700 mm Rmt 9189.00 8347.00

vii) 800 mm Rmt 11082.00 10064.00

viii) 900 mm Rmt 13113.00 11910.00

ix) 1000 mm Rmt 15211.00 13814.00

x) 1100 mm Rmt 17231.00 15649.00

xi) 1200 mm Rmt 19752.00 17940.00

xii) 1300 mm Rmt 22892.00 20793.00

xiii) 1400 mm Rmt 25266.00 22948.00

xiv) 1500 mm Rmt 25671.00 23314.00

xv) 1600 mm Rmt 27153.00 24662.00

xvii) 1700mm Rmt 28635.00 26009.00

xviii) 1800mm Rmt 30119.00 27355.00

k) Factory Test Pressure - 20 kg/Sq.cm.

i) 350 mm Rmt 4711.00 4278.00

ii) 400 mm Rmt 5257.00 4775.00



2012-2013

Rate in Rs.

2013-2014

iii) 450 mm Rmt 5822.00 5288.00

iv) 500 mm Rmt 6489.00 5894.00

v) 600 mm Rmt 7968.00 7237.00

vi) 700 mm Rmt 9416.00 8552.00

vii) 800 mm Rmt 11349.00 10306.00

viii) 900 mm Rmt 13415.00 12182.00

ix) 1000 mm Rmt 15564.00 14135.00

x) 1100 mm Rmt 17638.00 16019.00

xi) 1200 mm Rmt 20785.00 18878.00

xii) 1300 mm Rmt 23387.00 21241.00

xiii) 1400 mm Rmt 25824.00 23453.00

xiv) 1500 mm Rmt 26227.00 23821.00

xv) 1600 mm Rmt 27710.00 25168.00

xvii) 1700mm Rmt 29192.00 26514.00

xviii) 1800mm Rmt 30674.00 27861.00

l) Factory Test Pressure - 21.5 kg/Sq.cm.

i) 350 mm Rmt 4750.00 4316.00

ii) 400 mm Rmt 5302.00 4817.00

iii) 450 mm Rmt 5880.00 5340.00

iv) 500 mm Rmt 6559.00 5957.00

v) 600 mm Rmt 8084.00 7342.00

vi) 700 mm Rmt 9879.00 8973.00

vii) 800 mm Rmt 11528.00 10469.00

viii) 900 mm Rmt 13711.00 12453.00

ix) 1000 mm Rmt 15918.00 14457.00

x) 1100 mm Rmt 18527.00 16827.00

xi) 1200 mm Rmt 21302.00 19347.00

xii) 1300 mm Rmt 23929.00 21733.00

xiii) 1400 mm Rmt 27241.00 24741.00

xiv) 1500 mm Rmt 27647.00 25109.00

xv) 1600 mm Rmt 29129.00 26457.00

xvii) 1700mm Rmt 30611.00 27803.00

xviii) 1800mm Rmt 32094.00 29150.00

m) Factory Test Pressure - 23 kg/Sq.cm.

i) 350 mm Rmt 4787.00 4349.00

ii) 400 mm Rmt 5350.00 4859.00

iii) 450 mm Rmt 5939.00 5394.00

iv) 500 mm Rmt 6628.00 6020.00

v) 600 mm Rmt 8254.00 7497.00

vi) 700 mm Rmt 10190.00 9256.00

vii) 800 mm Rmt 11880.00 10790.00

viii) 900 mm Rmt 14008.00 12723.00

ix) 1000 mm Rmt 16270.00 14778.00



2012-2013

Rate in Rs.

2013-2014

x) 1100 mm Rmt 19017.00 17272.00

xi) 1200 mm Rmt 21825.00 19823.00

xii) 1300 mm Rmt 24612.00 22353.00

xiii) 1400 mm Rmt 27747.00 25200.00

xiv) 1500 mm Rmt 28150.00 25567.00

xv) 1600 mm Rmt 29632.00 26915.00

xvii) 1700mm Rmt 31116.00 28261.00

xviii) 1800mm Rmt 32598.00 29607.00

n) Factory Test Pressure - 24.5 kg/Sq.cm.

i) 350 mm Rmt 4825.00 4382.00

ii) 400 mm Rmt 5398.00 4902.00

iii) 450 mm Rmt 5997.00 5447.00

iv) 500 mm Rmt 6699.00 6084.00

v) 600 mm Rmt 8586.00 7798.00

vi) 700 mm Rmt 10331.00 9383.00

vii) 800 mm Rmt 12097.00 10986.00

viii) 900 mm Rmt 14244.00 12938.00

ix) 1000 mm Rmt 17036.00 15472.00

x) 1100 mm Rmt 19508.00 17718.00

xi) 1200 mm Rmt 22354.00 20305.00

xii) 1300 mm Rmt 26559.00 24122.00

xiii) 1400 mm Rmt 28276.00 25682.00

xiv) 1500 mm Rmt 28677.00 26045.00

xv) 1600 mm Rmt 30159.00 27392.00

xvii) 1700mm Rmt 31642.00 28738.00

xviii) 1800mm Rmt 33124.00 30085.00

Note :

1)

2)

3)

This foot notes shall appear in the tender conditions.

For PCCP pipes lowering, laying, and pouring of cement mortar in

the field on joints (after laying and welding), rates as per PSC

pipes lowering, laying and jointing shall be adopted.

For field welding rates applicable for similar welding in MS pipes

given in that section shall be adopted.

Whenever manufacturer is separate and contractor for lowering,

laying, jointing and testing is separate the principal contractor

shall enter into an agreement with PCCP pipe manufacturer for

satisfactory manufacturing transporting, lower-ing, laying,

jointing and testing of pipes.




CI D/F reflux valves (non-return

valves ) of following dia including

all taxes (Central and Local),

railway freight, inspection charges

unloding from railway wagon,

loading into truck, transportation

upto departmental stroes/ site,

unloading, stacking etc. complete.

Reflux valves as per I.S.5312 Part I

(1984)

With E.D.

Without

E.D.

a) Without by pass arrangement -PN -1

i) 50 mm No 3308.0

ii) 65 mm No 3873.0

iii) 80 mm No 4078.0

iv) 100 mm No 5694.0

v) 125 mm No 8130.0

vi) 150 mm No 9844.0

vii) 200 mm No 17694.0

viii) 250 mm No 30194.0

ix) 300 mm No 41374.0

x) 350 mm No 68478.0

xi) 400 mm No 94273.0

xii) 450 mm No 111059.0

xiii) 500 mm No 181880.0

xiv) 600 mm No 266900.0

xv) 700 mm No 468495.0

b) With by pass arrangement - PN-1

i) 80 mm No 4709.0

ii) 100 mm No 6708.0

iii) 125 mm No 9134.0

iv) 150 mm No 10848.0

v) 200 mm No 20224.0

vi) 250 mm No 33057.0

vii) 300 mm No 44373.0

Section - I- (XIII) - PIPE APPURTENANCES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XIII)-PIPES APPURTENANCES 125


2012-2013

Rate in Rs.

2013-2014

viii) 350 mm No 72752.0

ix) 400 mm No 97627.0

x) 450 mm No 114222.0

xi) 500 mm No 185408.0

xii) 600 mm No 270477.0

xiii) 700 mm No 709220.0

xiv) 750 mm No 776307.0

xv) 800 mm No 843396.0

xvi) 900 mm No 920068.0

xvii) 1000 mm No 1073413.0

c) Without by pass

arrangement - PN -1.6

i) 50 mm No 3227.0

ii) 65 mm No 3486.0

iii) 80 mm No 5718.0

iv) 100 mm No 7323.0

v) 125 mm No 10203.0

vi) 150 mm No 11419.0

vii) 200 mm No 24284.0

viii) 250 mm No 38986.0

ix) 300 mm No 54474.0

x) 350 mm No 93820.0

xi) 400 mm No 108424.0

xii) 450 mm No 127927.0

xiii) 500 mm No 207834.0

xiv) 600 mm No 305384.0

xv) 700 mm No 369010.0

xvi) 750 mm No 423608.0

xvii) 800 mm No 481972.0

xviii) 900 mm No 609995.0

xix) 1000 mm No 753081.0

xx) 1100 mm No 911227.0

xxi) 1200 mm No 1084436.0

d) With by pass arrangement - PN-1.6

i) 50 mm No 3312.0

ii) 65 mm No 3727.0



2012-2013

Rate in Rs.

2013-2014

iii) 80 mm No 5484.0

iv) 100 mm No 7092.0

v) 125 mm No 9911.0

vi) 150 mm No 12030.0

vii) 200 mm No 24298.0

viii) 250 mm No 36715.0

ix) 300 mm No 51028.0

x) 350 mm No 85713.0

xi) 400 mm No 112272.0

xii) 450 mm No 131355.0

xiii) 500 mm No 213216.0

xiv) 600 mm No 311049.0

xv) 700 mm No 375853.0

xvi) 750 mm No 431463.0

xvii) 800 mm No 490910.0

xviii) 900 mm No 621308.0

xix) 1000 mm No 767046.0

xx) 1100 mm No 928125.0

xxi) 1200 mm No 1104545.0

2 Providing double flange sluice

valve confirming for IS-

2906/14846 including worn gear

arrangements as per test pressure

stainless steel spindle, caps

including all taxes transportation

etc. complete.

a) Sluice valves - PN -1 without byepass arrangement

i) 50 mm No 4391

ii) 65 mm No 4985

iii) 80 mm No 5116

iv) 100 mm No 6812

v) 125 mm No 8521

vi) 150 mm No 10217

vii) 200 mm No 19333

viii) 250 mm No 29913

ix) 300 mm No 37695

x) 350 mm No 53477

xi) 400 mm No 72101



2012-2013

Rate in Rs.

2013-2014

xii) 450 mm No 88187

xiii) 500 mm No 113477

xiv) 600 mm No 167606

xv) 700 mm No 300430

xvi) 750 mm No 342603

xvii) 800 mm No 427239

xviii) 900 mm No 550860

xix) 1000 mm No 814189

xx) 1100 mm No 1078533

xxi) 1200 mm No 1280269

With byepass arrangement

b) Sluice valves - PN -1.0

i) 50 mm No 4391

ii) 65 mm No 4985

iii) 80 mm No 5116

iv) 100 mm No 6812

v) 125 mm No 8521

vi) 150 mm No 12374

vii) 200 mm No 21854

viii) 250 mm No 33263

ix) 300 mm No 40982

x) 350 mm No 58087

xi) 400 mm No 77248

xii) 450 mm No 93275

xiii) 500 mm No 120104

xiv) 600 mm No 174198

xv) 700 mm No 310617

xvi) 750 mm No 351996

xvii) 800 mm No 437316

xviii) 900 mm No 561585

xix) 1000 mm No 826615

xx) 1100 mm No 1093680

xxi) 1200 mm No 1293675

c) Sluice valve - PN - 1.6

without byepass arrangement

i) 50 mm No 5803



2012-2013

Rate in Rs.

2013-2014

ii) 65 mm No 6371

iii) 80 mm No 7265

iv) 100 mm No 9636

v) 125 mm No 12024

vi) 150 mm No 11893

vii) 200 mm No 24101

viii) 250 mm No 37382

ix) 300 mm No 49699

x) 350 mm No 72811

xi) 400 mm No 99720

xii) 450 mm No 123737

xiii) 500 mm No 160146

xiv) 600 mm No 243982

xv) 700 mm No 524772

xvi) 750 mm No 579078

xvii) 800 mm No 672599

xviii) 900 mm No 813137

xix) 1000 mm No 1183325

xx) 1100 mm No 1285723

xxi) 1200 mm No 1721030

d) Sluice valve - PN - 1.6

with byepass arrangement

i) 50 mm No 5803

ii) 65 mm No 6371

iii) 80 mm No 7265

iv) 100 mm No 9636

v) 125 mm No 12024

vi) 150 mm No 14014

vii) 200 mm No 26755

viii) 250 mm No 40969

ix) 300 mm No 53299

x) 350 mm No 77866

xi) 400 mm No 105441

xii) 450 mm No 129463

xiii) 500 mm No 167602

xiv) 600 mm No 251533

xv) 700 mm No 538550



2012-2013

Rate in Rs.

2013-2014

xvi) 750 mm No 589319

xvii) 800 mm No 682470

xviii) 900 mm No 823468

xix) 1000 mm No 1195568

xx) 1100 mm No 1297614

xxi) 1200 mm No 1734270

3 Providing, double flanged short

body pattern type manually

operated Butterfly Valve having

body, disc and end cover in graded

cast iron to IS-210 Gr.CF 200

generally confirming in to IS-

13095-1991, Synthetic rubber

faced ring secured on disc by

retaining ring with stainless steel

screw stub shaft of stainless steel

riding in teflon bearing excluding

C.C. foundation /structural steel

support.

a) Butterfly valves - PN -1 with byepass arrangement

iii) 80 mm No 5808

iv) 100 mm No 7424

v) 125 mm No 8467

vi) 150 mm No 10944

vii) 200 mm No 14586

viii) 250 mm No 18230

ix) 300 mm No 28844

x) 350 mm No 58665

xi) 400 mm No 63023

xii) 450 mm No 72811

xiii) 500 mm No 79947

xiv) 600 mm No 98727

xv) 700 mm No 159784

xvi) 750 mm No 198334

xvii) 800 mm No 218214

xviii) 900 mm No 301378

xix) 1000 mm No 358723

xx) 1100 mm No 581758

xxi) 1200 mm No 550499

xxii) 1400 mm No 839367

xxiii) 1500 mm No 1042954



2012-2013

Rate in Rs.

2013-2014

b) Butterfly valves - PN -1.6

Without byepass arrangement

iii) 80 mm No 6444

iv) 100 mm No 8537

v) 125 mm No 9317

vi) 150 mm No 12585

vii) 200 mm No 16776

viii) 250 mm No 20965

ix) 300 mm No 33171

x) 350 mm No 67464

xi) 400 mm No 72476

xii) 450 mm No 83733

xiii) 500 mm No 91939

xiv) 600 mm No 113537

xv) 700 mm No 183751

xvi) 750 mm No 228084

xvii) 800 mm No 249867

xviii) 900 mm No 346586

xix) 1000 mm No 448404

xx) 1100 mm No 727199

xxi) 1200 mm No 688125

xxii) 1400 mm No 1049209

xxiii) 1500 mm No 1294878


position following C.I.D/F Reflex

valves, Butterfly valves and Sluice

valves including cost of all labour

jointing material, including nut

bolts and giving satisfactory

hydraulic testing etc. complete.

(Rate for all class of valves.)

i) 50 mm No 689.00

ii) 65 mm No 1036.00

iii) 80 mm No 1440.00

iv) 100 mm No 1881.00

v) 125 mm No 2342.00

vi) 150 mm No 2957.00

vii) 200 mm No 3076.00

viii) 250 mm No 4008.00

ix) 300 mm No 4158.00

x) 350 mm No 5124.00

xi) 400 mm No 6182.00

xii) 450 mm No 7354.00



2012-2013

Rate in Rs.

2013-2014

xiii) 500 mm No 7616.00

xiv) 600 mm No 8083.00

xv) 700 mm No 8714.00

xvi) 750 mm No 9598.00

xvii) 800 mm No 11438.00

xviii) 900 mm No 12136.00

xix) 1000 mm No 14307.00

xx) 1100 mm No 16521.00

xxi) 1200 mm to 1500 mm No 18153.00

5 Providing and supplying Air Valves

as per IS -14845 - 2000 and MJP’s

standard specifications of approved

make and quality of following

diameters including all taxes

(Central and local), railway freight,

inspection charges, unloding from

railway wagons, loading into truck,

transportation upto departmental

stores / site, unloding and


a) Air Valve Single Ball Flanged / Screwed Type - PN -1

i) 12/15 mm No 615.00

ii) 20 mm No 741.00

iii) 25 mm No 1022.00

iv) 32 mm No 1116.00

v) 40 mm No 1228.00

vi) 50 mm No 1349.00

b) Air Valve Single Ball Flanged /Screwed Type -PN -1.6

i) 12/15 mm No 719.00

ii) 20 mm No 1022.00

iii) 25 mm No 1228.00

iv) 32 mm No 1324.00

v) 40 mm No 1418.00

vi) 50 mm No 1851.00


as per IS-10845 and MJP’s

standard specifications double

orifice type combined with screw

down isolating valve, small orifice

elastic ball



2012-2013

Rate in Rs.

2013-2014

resting on a gun metal orifice

nipple, large orifice vulcanite ball

seating on moulded seat ring, inlet

face and drilled, including all taxes

(Central and local), insurance,

third party inspection charges,

loading, unloding, transporta-toin

upto departmental stores / site,

etc. complete.

a) Double Ball Flanged Type - PN -

1 With small Orifice

i) 50 mm No 5673

ii) 65 mm No 6619

iii) 80 mm No 7561

b) Double Ball Flanged Type - PN -

1.6 With small Orifice

i) 50 mm No 7515

ii) 65 mm No 8509

iii) 80 mm No 10530


as per IS-14845-2000 and MJP’s

standard specifications double

orifice type combined with isolating

sluice valve, mounted in horzontal

position and operated by wheel

gearing, small orifice elastic ball







loading, unloading, transporta-tion

upto departmental storer / site,

etc. complete.

a) Double Ball Flanged Type - PN -

1.0

i) 100 mm No 9561

ii) 150 mm No 17425

iii) 200 mm No 29304



2012-2013

Rate in Rs.

2013-2014

b) Double Ball Flanged Type - PN -

1.6

i) 100 mm No 14617

ii) 150 mm No 20593

iii) 200 mm No 34633

8 Providing and supplying Kinetic

Double Orifice type Air Valves as

per MJP’s standard specifications

combined with screw down

isolating valve, small orifice elastic

ball resting on a gun metal orifice






loading, unloading, transportation

upto departmental stores / site,

etc. complete.

a) Kinetic Air Valve Flanged Type P-

1

i) 40 mm No 9516

ii) 50 mm No 11729

iii) 80 mm No 15304

b) Kinetic Air Valve Flanged Type P-

1.6

i) 40 mm No 11280

ii) 50 mm No 13903

iii) 80 mm No 18176

9 Providing and supplying Kinetic

Double Orifice type Air Valves as

per MJP’s standard specifications

having small orifice elastic ball



seating on moulded seat ring,with

built-in Kinetic features, isolatintg

sluice valve mounted in



2012-2013

Rate in Rs.

2013-2014

horizontal position and operated

by wheel gearing, inlet face and

drilled, including all taxes (Central

and local), insurance, third party

inspection charges, loading,

unloding, transportation upto

departmental stores / site, etc.

complete.

a) Kinetic Air Valve Flanged Type P-

1

i) 100 mm No 20610

ii) 150 mm No 38804

iii) 200 mm No 56659

b) Kinetic Air Valve Flanged Type P-

1.6

i) 100 mm No 24427

ii) 150 mm No 45993

iii) 200 mm No 67161

10 Lowering, laying and fixing in

proper alignment and position all

types of C.I. air valves as directed

by Engineer-in-charge including

cost of conveyance from stores to

site of work, cost of all material

and giving satisfactory hydraulic

testing, etc. complete. (for all class

of valves).

a) Air Valve Single Ball (PN-1 and PN - 1.6)

i) 15 mm No 110

ii) 20 mm No 140

iii) 25 mm No 180

iv) 32 mm No 199

v) 40 mm No 213

vi) 50 mm No 231

vii) 65 mm No 243

viii) 80 mm No 255

ix) 100 mm No 285

x) 125 mm No 345

xi) 150 mm No 383

xii) 200 mm No 421



2012-2013

Rate in Rs.

2013-2014

b) Air Valve Double Ball (PN-1 and PN - 1.6)

i) 15 mm No 120

ii) 20 mm No 149

iii) 25 mm No 180

iv) 32 mm No 205

v) 40 mm No 238

vi) 50 mm No 275

vii) 65 mm No 317

viii) 80 mm No 379

ix) 100 mm No 400

x) 125 mm No 441

xi) 150 mm No 603

xii) 200 mm No 664

c) Kinetic Air Valve (PN-1 and PN - 1.6)

i) 40 mm No 273

ii) 50 mm No 315

iii) 65 mm No 345

iv) 80 mm No 379

v) 100 mm No 417

vi) 125 mm No 455

vii) 150 mm No 652

viii) 200 mm No 711

11 Providing erecting Cast Steel/

Spheroidal Graphite (S.G) Iron D/F

Sluice Valves / Butterfly Valves

with jointing to pipe work

(including all hardware and

packing) water works quality,

having non-rising spindle with

hand wheel and without bypass

arrangement, spindle of stainless

steel as per requirement, excluding

C. C. foundation / structural steel

support.

For Rating Class 150 (Working

Pressure 20 kg/cm2 and Test

Pressure 30 kg/cm2)

a) Sluice Valves.

i) 80 mm No 14656

ii) 100 mm No 19540

iii) 150 mm No 29311



2012-2013

Rate in Rs.

2013-2014

iv) 200 mm No 45713

v) 250 mm No 65786

vi) 300 mm No 84173

vii) 350 mm No 112230

viii) 400 mm No 187281

ix) 450 mm No 255524

x) 500 mm No 300616

xi) 600 mm No 343203

b) Butterfly Valves.

i) 300 mm No 105843

ii) 350 mm No 112835

iii) 400 mm No 126737

iv) 450 mm No 135014

v) 500 mm No 156289

vi) 600 mm No 175884

12 Providing erecting Cast Steel D/F

Sluice Valves / Butterfly Valves



packing) water works quality

having non-rising spindle with

hand wheel and without bypass

arrangement, spindle of stainless

steel as per requirement, excluding

C. C. foundation / structural steel

support.



Pressure 78 kg/cm2)

a) Sluice Valves

i) 80 mm No 15776

ii) 100 mm No 24908

iii) 150 mm No 37976

iv) 200 mm No 59558

v) 250 mm No 64292

vi) 300 mm No 108382

vii) 350 mm No 182788

viii) 400 mm No 266657

ix) 450 mm No 321057

x) 500 mm No 500178

xi) 600 mm No 756005



2012-2013

Rate in Rs.

2013-2014

b) Butterfly Valves

i) 300 mm No 129129

ii) 350 mm No 137659

iii) 400 mm No 154619

iv) 450 mm No 164717

v) 500 mm No 190673

vi) 600 mm No 214579

13 Providing erecting Cast Steel

/Spheroidal Graphite (S.G.) Iron

D/F Reflux Valves Single Door



packing) water works quality with

jointing to pipe without bypass

arrangement, with gunmental

seats excluding C. C. foundation /

structural steel support.



Pressure 30 kg/cm2)

i) 80 mm No 10227

ii) 100 mm No 15661

iii) 150 mm No 26530

iv) 200 mm No 50442

v) 250 mm No 87831

vi) 300 mm No 115713

14 Providing erecting Cast Steel D/F

Reflux Valves Single door with

jointing to pipe work (including all

hardware and packing) water

works quality with jointing to pipe

without bypass arrangement, with

gunmetal seat excluding C. C.

foundation / structural steel

support.



Pressure 78 kg/cm2)

i) 80 mm No 15237

ii) 100 mm No 21477



2012-2013

Rate in Rs.

2013-2014

iii) 150 mm No 35717

iv) 200 mm No 63275

v) 250 mm No 114555

vi) 300 mm No 139478

15 Providing erecting Kinetic Double

Orifice Cast Steel Air Valves with

an isolating Sluice Valve mounted

in horizontal position operated by

wheel gear suitable for working

pressure of Class-150 rating (20

kg/cm2)

i) 80 mm No 29546

ii) 100 mm No 41185

iii) 150 mm No 78920

iv) 200 mm No 102014

16 Providing erecting Kinetic Double

Orifice Cast Steel Air Valves with

an isolating Sluice Valve mounted

in horizontal position operated by

wheel gear suitable for working

pressure of Class 300 rating (52

kg/cm2)

i) 80 mm No 35996

ii) 100 mm No 41148

iii) 150 mm No 96157

iv) 200 mm No 116071

17 Providing and fixing in position air

valve shaft including providing and

fixing GI Medium Class or 6 mm

thick M.S. pipe shaft 2.70 M long

over branch flange of air valve tee,

providing PCC block of M-150

concrete, 150 mm thick around

the air valve tee including encasing

of



2012-2013

Rate in Rs.

2013-2014

vertical shaft in PCC M-150 as

shown in type design together with

providing and making flanged

joints wherever required and fixing

of air valve tee, etc. complete as

per type design and as directed by

Engineer -in- charge for following

diameters of pipe lines (type design

attached.)

a) Foundation on Murum and Harder Strata.

i) upto 150mm No 4636

ii) 200 to 400 mm No 5431

iii) 450 to 900mm No 11045

iv) 1000 to 1200 mm No 13870

b) Foundation in B. C. Soil or Any Other Soil.

i) upto 150 mm No 5492

ii) 200 to 400 mm No 6625

iii) 450 to 900 mm No 12616

iv) 1000 to 1200 mm No 15821

18 Providing and supplying C.I. D/F

angle type spring loaded pressure

relief valves of approved make and

quality including all taxes (Central

and local), octroi, inspection

charges, transportatoin to

departmental stores, etc. complete.

a) Type PN-1

i) 25 mm No 4234

ii) 40 mm No 5517

iii) 50 mm No 7145

iv) 80 mm No 10837

v) 100 mm No 15170

vi) 125 mm No 20684

vii) 150 mm No 23635

viii) 200 mm No 52194

ix) 250 mm No 73367

x) 300 mm No 96757

b) Type PN-1.6

i) 25 mm No 5294

ii) 40 mm No 6893



2012-2013

Rate in Rs.

2013-2014

iii) 50 mm No 8914

iv) 80 mm No 13543

v) 100 mm No 18958

vi) 125 mm No 25849

vii) 150 mm No 29544

viii) 200 mm No 65238

ix) 250 mm No 91707

x) 300 mm No 121226

19 Lowering, laying and fixing in

proper alignment and position all

types of C.I. D/F angle type spring

loaded pressure relief valves

including cost of all material,

labour, cost of conveyance from

stores to site of work and giving

satisfactory hydraulic testing, etc.

complete. (For all class of valves.)

i) 25 mm No 206

ii) 40 mm No 273

iii) 50 mm No 316

iv) 80 mm No 378

v) 100 mm No 415

vi) 125 mm No 462

vii) 150 mm No 652

viii) 200 mm No 712

ix) 250 mm No 831

x) 300 mm No 949

Note : Only 85% rate is payable till

satisfactory hydraulic testing is

given.

20 Cutting and champhering of pipes

of following diameters including

cost of all materials and labour

involved, etc. complete as directed

by Engineer-in-charge (for all class

of pipes).

a) C.I.Pipes

i) 80 mm 1 cut 33

ii) 100 mm 1 cut 39

iii) 150 mm 1 cut 59



2012-2013

Rate in Rs.

2013-2014

iv) 200 mm 1 cut 76

v) 250 mm 1 cut 109

vi) 300 mm 1 cut 129

vii) 350 mm 1 cut 131

viii) 400 mm 1 cut 167

ix) 450 mm 1 cut 194

x) 500 mm 1 cut 232

xi) 600 mm 1 cut 283

xii) 700 mm 1 cut 333

xiii) 750 mm 1 cut 398

xiv) 800 mm 1 cut 435

xv) 900 mm 1 cut 479

xvi) 1000 mm 1 cut 521

b) A.C.Pipes

i) 80 mm 1 cut 11

ii) 100 mm 1 cut 13

iii) 150 mm 1 cut 21

iv) 200 mm 1 cut 22

v) 250 mm 1 cut 32

vi) 300 mm 1 cut 44

vii) 350 mm 1 cut 54

viii) 400 mm 1 cut 61

ix) 450 mm 1 cut 66

x) 500 mm 1 cut 75

xi) 600 mm 1 cut 86

21 Providing and supplying I.S.I.

mark rubber gasket suitable for

C.I. or D. I. pipe of all class for

tyton joints including all taxes

(Central and local) inspection

charges, transportation to

departmental stores / site, etc.

complete.

a) S.B.R. Gaskets for C. I. / D.I. Pipes

i) 80 mm No 39

ii) 100 mm No 43

III) 150 mm No 60

iv) 200 mm No 102

v) 250 mm No 133

vi) 300 mm No 187

vii) 350 mm No 214



2012-2013

Rate in Rs.

2013-2014

viii) 400 mm No 298

ix) 450 mm No 325

x) 500 mm No 444

xi) 600 mm No 615

xii) 700 mm No 1095

xiii) 750 mm No 1138

xiv) 800 mm No 1179

xv) 900 mm No 1705

xvi) 1000 mm No 2190

b) Sealing ‘O’ Rings of SBR (for CID Joints)

i) 80 mm set 45

ii) 100 mm set 53

iii) 125 mm set 64

iv) 150 mm set 75

c) Flat Flanged Gaskets moulded out of SBR (ForFlanged Joints)

i) 80 mm set 82

ii) 100 mm No 109

iii) 125 mm No 129

iv) 150 mm No 177

v) 200 mm No 219

vi) 250 mm No 307

vii) 300 mm No 326

viii) 350 mm No 393

ix) 400 mm No 487

x) 450 mm No 532

xi) 500 mm No 623

xii) 600 mm No 838

Providing Rubber Gasket -

EPDM Gaskets for C. I. / D.I. Pipes

i) 80 mm. No 46

ii) 100 mm. No 48

iii) 150 mm. No 70

iv) 200 mm. No 117

v) 250 mm. No 160

vi) 300 mm. No 212

vii) 350 mm. No 247

viii) 400 mm. No 338

ix) 450 mm. No 378

x) 500 mm. No 500

xi) 600 mm. No 703



2012-2013

Rate in Rs.

2013-2014

xii) 700 mm. No 1320

xiii) 750 mm. No 1383

xiv) 800 mm. No 1688

xv) 900 mm. No 2178

xvi) 1000 mm No 2530

22 Providing and fixing in position

and jointing high performance C. I.

Air valves for water combination

type ( Kinetic air valve along with

automatic air valves ) double ball,

double orifice with stainless steel

ball, tamper proof air vents rolling

seal mechanism for air release and

anti vacuum application designed

for 16 Kg. Per sq. cm. working

pressure and tested for 20 for kg

per sq. cm. pressure. ( Rate to

include cost of gaskets, bolt, nut

and any other material required for

jointing and its transportation etc.

including all taxes and duties

except octroi )

i) C. I. ARV FLFF PN 1.6 50mm Dia. No 9513

ii) 2. C. I. ARV FLFF PN 1.6 80mm Dia. No 13201

iii) 3. C. I. ARV FLFF PN 1.6 100mm Dia. No 21226

iv) 4. C. I. ARV FLFF PN 1.6 150mm Dia. No 35528

v) 5. C. I. ARV FLFF PN 1.6 200mm Dia. No 43035



1 Supply of C. I. Mechanical

Compression Flanged / Socket

Tailpiece(Popularly known as I TM

Flanged / Socket Tailpiece)

suitable for making flanged

connection with the plain barrel of

C. I. Spun Pipes ( as per - IS -

1536 /2001) and D. I. Pipes ( as

per IS: 8329 / 2000).The Tailpiec

to be supplied complete with

sealing rubber gasket of

S.B.R,.C.I.. Follower Glands and

M.S. Nut Bolts.The whole assembly

should be mechanically and

hydraulically tested to the

provisions as laid down in IS:1538

/1993. The rates are inclusive of

cost of material, forwarding

charges, sales tax, loading,

transportation and unloading at

departemental store etc. complete

as directed. Consignee but

exclusive of octroi.

1 80 mm No. 1302.00

2 100 mm No. 1419.00

3 125 mm No. 1786.00

4 150 mm No. 2555.00

5 200 mm No. 3310.00

6 250 mm No. 4993.00

7 300 mm No. 5589.00

8 350 mm No. 7372.00

9 400 mm No. 9623.00

10 450 mm No. 11295.00

11 500 mm No. 14193.00

12 600 mm No. 18200.00

13 700 mm No. 24823.00

14 750 mm No. 30164.00

Section - I- (XIV) - MECHANICAL JOINTS/FITTINGS

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XIV)-MECHANICAL JOINTS / FITTINGS 145


2012-2013

Rate in Rs.

2013-2014

2 Supply of C. I. Mechanical

Compression Collar Coupling

(Popularly known as Jiffy TM

Collar Coupling ) suitable for C. I.

Spun Pipes ( as per - IS - 1536

/2001) and D. I. Pipes ( as per IS:

8329 / 2000). complete with

sealing rubber gasket of SBR,.C.I..

Follower Glands and M.S. Nut

Bolts.The whole assembly should

be mechanically and hydraulically

tested to the provisions as laid

down in IS:1538 /1993. The rates

are inclusive of cost of material,

forwarding charges, sales tax,

loading, transportation and

unloading at departemental store

etc. complete as directed.

Consignee but exclusive of octroi.

1 80 mm No No 784.00

2 100 mm No. 841.00

3 125 mm No. 1121.00

4 150 mm No. 1512.00

5 200 mm No. 1726.00

6 250 mm No. 2767.00

7 300 mm No. 3541.00

8 350 mm No. 4364.00

9 400 mm No. 6792.00

10 450 mm No. 7626.00

11 500 mm No. 10422.00

12 600 mm No. 13000.00

13 700 mm No. 16984.00

14 750 mm No. 19928.00

3 Supply of C. I. Mechanical Joint

Double Socket 90 deg. (1/4) Bends

as dimensionally described in

Table-14 of IS-



2012-2013

Rate in Rs.

2013-2014

13382/1992 complete with sealing

rubber gasket of SBR

(dimensionally described in IS-

12820/1989) with cast iron

follower gland and mild steel nut

bolts coated or otherwise protected

from rusting and suitable for C. I.

pipes.

1 80 mm No. 2231.00

2 100 mm No. 2587.00

3 125 mm No. 3022.00

4 150 mm No. 4751.00

5 200 mm No. 6305.00

6 250 mm No. 9385.00

7 300 mm No. 11422.00

8 350 mm No. 18911.00

9 400 mm No. 25775.00

10 450 mm No. 32899.00

11 500 mm No. 40940.00

12 600 mm No. 57862.00

13 700 mm No. 91333.00

14 750 mm No. 103733.00

4 Supply of CI Mechanical joint

Double Socket 45 deg. (1/8) Bends

as dimensionally described in

Table -15 of IS - 13382/1992

complete with sealing rubber

gasket of S.B.R.(dimensionally

described in IS-12820/1989) with

cast iron follower gland mild steel

nut bolts coated or otherwise

protected from rusting and

suitable for C. I. pipes.

1 80 mm No. 2071.00

2 100 mm No. 2306.00

3 125 mm No. 2914.00

4 150 mm No. 4002.00

5 200 mm No. 5271.00

6 250 mm No. 7733.00



2012-2013

Rate in Rs.

2013-2014

7 300 mm No. 9330.00

8 350 mm No. 15564.00

9 400 mm No. 19205.00

10 450 mm No. 26788.00

11 500 mm No. 29845.00

12 600 mm No. 41324.00

13 700 mm No. 58888.00

14 750 mm No. 77879.00

5 Supply of C. I. Mechanical Joint

Double Socket 22.50 deg. (1/6)

Bends as dimensionally described

in Table -16 of IS-13382/1992

complete with sealing rubber

gasket of SBR (dimensionally

described in IS-12820/1989) with

cast iron follower gland and mild

steel nut bolts coated or otherwise

protected from rusting and

suitable for C. I. pipes.

1 80 mm No. 1988.00

2 100 mm No. 2213.00

3 125 mm No. 2657.00

4 150 mm No. 3757.00

5 200 mm No. 4711.00

6 250 mm No. 7124.00

7 300 mm No. 8599.00

8 350 mm No. 13576.00

9 400 mm No. 17404.00

10 450 mm No. 22017.00

11 500 mm No. 25658.00

12 600 mm No. 33998.00

13 700 mm No. 51142.00

14 750 mm No. 56318.00


Double Socket 11.25 deg. (1/32)

Bends as dimensionally described

in Table -17 of IS - 13382/1992

complete with



2012-2013

Rate in Rs.

2013-2014

sealing rubber gasket of S.B.R.(

dimensionally described in IS-





pipes.

1 80 mm No. 1969.00

2 100 mm No. 2162.00

3 125 mm No. 2348.00

4 150 mm No. 3672.00

5 200 mm No. 4522.00

6 250 mm No. 6685.00

7 300 mm No. 7407.00

8 350 mm No. 11689.00

9 400 mm No. 15834.00

10 450 mm No. 19985.00

11 500 mm No. 21784.00

12 600 mm No. 29863.00

13 700 mm No. 40258.00

14 750 mm No. 44912.00

7 Supply of CI Mechanical joint All

Socket Tees as dimenisonlly

described in Table -18 of IS -


rubber gasket of S.B.R.

(dimensionally described in IS-





pipes.

1 80x80x80 mm dia No. 3016.00

2 100x100x80 mm No. 3243.00

3 100x100x100 mm No. 3596.00

4 150x150x80 mm No. 5037.00

5 150x150x100 mm No. 5108.00

6 150x150x150 mm No. 6335.00

7 200x200x80 mm No. 6075.00



2012-2013

Rate in Rs.

2013-2014

8 200x200x100 mm No. 6142.00

9 200x200x150 mm No. 7316.00

10 200x200x200 mm No. 8050.00

11 250x250x80 mm No. 8555.00

12 250x250x100 mm No. 8744.00

13 250x250x150 mm No. 10435.00

14 250x250x200 mm No. 11025.00

15 250x250x250 mm No. 12366.00

16 300x300x80 mm No. 9381.00

17 300x300x100 mm No. 9591.00

18 300x300x150 mm No. 12301.00

19 300x300x200 mm No. 12708.00

20 300x300x250 mm No. 13455.00

21 300x300x300 mm No. 14849.00


Double Socket with branch

Flanged Tees dimenisonlly



rubber gasket of S.B.R.(




bolts galvanised coated or

otherwise protected from rusting

and suitable for C. I. pipes.

1 80x80x80 mm dia No. 2954.00

2 100x100x80 mm No. 3241.00

3 100x100x100 mm No. 3429.00

4 150x150x80 mm No. 4892.00

5 150x150x100 mm No. 5013.00

6 150x150x150 mm No. 5970.00

7 200x200x80 mm No. 5741.00

8 200x200x100 mm No. 6124.00

9 200x200x150 mm No. 7053.00

10 200x200x200 mm No. 8087.00

11 250x250x80 mm No. 8108.00

12 250x250x100 mm No. 8532.00



2012-2013

Rate in Rs.

2013-2014

13 250x250x150 mm No. 10125.00

14 250x250x200 mm No. 10595.00

15 250x250x250 mm No. 10970.00

16 300x300x80 mm No. 9519.00

17 300x300x100 mm No. 9705.00

18 300x300x150 mm No. 11205.00

19 300x300x200 mm No. 11300.00

20 300x300x250 mm No. 12470.00

21 300x300x300 mm No. 15283.00

22 350x350x80 mm No. 13314.00

23 350x350x100 mm No. 14159.00

24 350x350x150 mm No. 15234.00

25 350x350x200 mm No. 17752.00

26 350x350x300 mm No. 18187.00

27 350x350x350 mm No. 20812.00

28 400x400x80 mm No. 17404.00

29 400x400x100 mm No. 18449.00

30 400x400x150 mm No. 20541.00

31 400x400x200 mm No. 20955.00

32 400x400x300 mm No. 25253.00

33 400x400x400 mm No. 28915.00

34 450x450x80 mm No. 20758.00

35 450x450x100 mm No. 21805.00

36 450x450x200 mm No. 25573.00

37 450x450x300 mm No. 32269.00

38 450x450x350 mm No. 34049.00

39 450x450x450 mm No. 36984.00

40 500x500x100 mm No. 23355.00

41 500x500x250 mm No. 31936.00

42 500x500x300 mm No. 33086.00

43 500x500x400 mm No. 39892.00

44 500x500x500 mm No. 48162.00

45 600x600x100 mm No. 33376.00

46 600x600x300 mm No. 45831.00

47 600x600x400 mm No. 52215.00

48 600x600x500 mm No. 56505.00

49 600x600x600 mm No. 69377.00

50 700x700x100 mm No. 44235.00



2012-2013

Rate in Rs.

2013-2014

51 700x700x200 mm No. 51246.00

52 700x700x350 mm No. 61922.00

53 700x700x400 mm No. 66526.00

54 750x750x150 mm No. 52759.00

55 750x750x250 mm No. 60506.00

56 750x750x750 mm No. 116081.00

9 Supply of CI Mechaincal joint

Double Socket Reducers as



rubber gasket of SBR(






pipes.

1 100x80 mm dia No. 2092.00

2 150x80 mm dia No. 3292.00

3 150x100 mm dia No. 3485.00

4 200x100 mm dia No. 4011.00

5 200x150 mm dia No. 4387.00

6 250x150 mm dia No. 5994.00

7 250x200 mm dia No. 5848.00

8 300x150 mm dia No. 7372.00

9 300x200 mm dia No. 7384.00

10 300x250 mm dia No. 7510.00

11 350x200 mm dia No. 10612.00

12 350x250 mm dia No. 10646.00

13 350x300 mm dia No. 10520.00

14 400x250 mm dia No. 16029.00

15 400x300 mm dia No. 14200.00

16 400x350 mm dia No. 14295.00

17 450x400 mm dia No. 17751.00

18 450x350 mm dia No. 17740.00

19 450x400 mm dia No. 17519.00

20 500x350 mm dia No. 21339.00

21 500x400 mm dia No. 21014.00

22 500x450 mm dia No. 20483.00

23 600x400 mm dia No. 30985.00

24 600x450 mm dia No. 30156.00

25 600x500 mm dia No. 28313.00

26 700x500 mm dia No. 42533.00

27 700x600 mm dia No. 38601.00



2012-2013

Rate in Rs.

2013-2014

28 750x600 mm dia No. 45846.00

29 750x700 mm dia No. 42377.00

30 800x450mm dia No. 63072.00

31 800x700mm dia No. 54144.00



1 Manufacturing, providing and

supplying spirally welded / ERW/

SAW / fabricated M. S. pipes

including procurements of plates,

gas cutting to requried size rolling,

tack welding assembling in

suitable lengths to form pipes,

welding on automatic welding

machine and forming ‘V’ edge on

both ends of pipes including all

taxes (Central and local), railway

freight, insurance unloading from

railway wagon, loading into truck,

transport to stores / site,

unloading, stacking, etc, complete

as per IS - 3589 and IS-5504 as

applicable as per specifications (No

negative tolerance in thickness is

permissible).

Without

E.D.

a) Dia. of pipe 219.10 mm (O.D)

Thickness of pipe :

i) 4.80 mm Rmt 1527.00

ii) 5.60 mm Rmt 1775.00

iii) 6.40 mm Rmt 2021.00

iv) 7.00 mm Rmt 2204.00

v) 7.90 mm Rmt 2477.00

vi) 8.20 mm Rmt 2567.00

vii) 8.70 mm Rmt 2717.00

viii) 9.50 mm Rmt 2955.00

b) Dia. of pipe 273.10 mm (O.D)

Thickness of pipe :

i) 4.80 mm Rmt 1912.00

ii) 5.60 mm Rmt 2224.00

iii) 6.40 mm Rmt 2533.00

iv) 7.20 mm Rmt 2842.00

v) 7.80 mm Rmt 3071.00

Section - I- (XV) - M.S.PIPES

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XV)-M.S.PIPES 154


2012-2013

Rate in Rs.

2013-2014

vi) 8.70 mm Rmt 3414.00

vii) 9.30 mm Rmt 3641.00

c) Dia. of pipe 323.9 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 2646.00

ii) 6.40 mm Rmt 3016.00

iii) 7.10 mm Rmt 3339.00

iv) 7.90 mm Rmt 3706.00

v) 8.40 mm Rmt 3934.00

vi) 8.70 mm Rmt 4071.00

vii) 9.50 mm Rmt 4433.00

d) Dia. of pipe 355.7 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 2909.00

ii) 6.40 mm Rmt 3317.00

iii) 7.10 mm Rmt 3672.00

iv) 7.90 mm Rmt 4077.00

v) 8.70 mm Rmt 4480.00

vi) 9.50 mm Rmt 4880.00

e) Dia. of pipe 406.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 3327.00

ii) 6.40 mm Rmt 3796.00

iii) 7.10 mm Rmt 4203.00

iv) 7.90 mm Rmt 4668.00

v) 8.70 mm Rmt 5130.00

vi) 9.50 mm Rmt 5590.00

vii) 10.00 mm Rmt 5878.00

f) Dia. of pipe 457.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 3751.00

ii) 6.40 mm Rmt 4280.00

iii) 7.10 mm Rmt 4741.00

iv) 7.90 mm Rmt 5267.00



2012-2013

Rate in Rs.

2013-2014

v) 8.70 mm Rmt 5788.00

vi) 9.50 mm Rmt 6310.00

vii) 10.00 mm Rmt 6635.00

g) Dia. of pipe 508.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 4177.00

ii) 6.40 mm Rmt 4765.00

iii) 7.10 mm Rmt 5278.00

iv) 7.90 mm Rmt 5864.00

v) 8.70 mm Rmt 6447.00

vi) 9.50 mm Rmt 7030.00

vii) 10.00 mm Rmt 7392.00

h) Dia. of pipe 559.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 4600.00

ii) 6.40 mm Rmt 5248.00

iii) 7.10 mm Rmt 5816.00

iv) 7.90 mm Rmt 6462.00

v) 8.70 mm Rmt 7105.00

vi) 9.50 mm Rmt 7748.00

vii) 10.00 mm Rmt 8148.00

i) Dia. of pipe 610.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 5024.00

ii) 6.40 mm Rmt 5734.00

iii) 7.10 mm Rmt 6353.00

iv) 7.90 mm Rmt 7059.00

v) 8.70 mm Rmt 7764.00

vi) 9.50 mm Rmt 8468.00

vii) 10.00 mm Rmt 8906.00

viii) 12.00 mm Rmt 10651.00

j) Dia. of pipe 660.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 5439.00



2012-2013

Rate in Rs.

2013-2014

ii) 6.40 mm Rmt 6209.00

iii) 7.10 mm Rmt 6881.00

iv) 7.90 mm Rmt 7646.00

v) 8.70 mm Rmt 8411.00

vi) 9.50 mm Rmt 9172.00

vii) 10.00 mm Rmt 9648.00

k) Dia. of pipe 711.0 mm (O.D)

Thickness of pipe :

i) 5.60 mm Rmt 5863.00

ii) 6.40 mm Rmt 6693.00

iii) 7.10 mm Rmt 7417.00

iv) 7.90 mm Rmt 8244.00

v) 8.70 mm Rmt 9069.00

vi) 9.50 mm Rmt 9892.00

vii) 10.00 mm Rmt 10405.00

viii) 12.00 mm Rmt 12449.00

l) Dia. of pipe 762.00. mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 6288.00

ii) 6.40 mm Rmt 7178.00

iii) 7.10 mm Rmt 7955.00

iv) 7.90 mm Rmt 8842.00

v) 8.70 mm Rmt 9727.00

vi) 9.50 mm Rmt 10610.00

vii) 10.00 mm Rmt 11161.00

m) Dia. of pipe 813.00. mm (O.D.)

Thickness of pipe :

i) 5.60 mm Rmt 6711.00

ii) 6.40 mm Rmt 7662.00

iii) 7.10 mm Rmt 8492.00

iv) 7.90 mm Rmt 9440.00

v) 8.70 mm Rmt 10387.00

vi) 9.50 mm Rmt 11330.00

vii) 10.00 mm Rmt 11919.00

viii) 12.00 mm Rmt 14266.00



2012-2013

Rate in Rs.

2013-2014

n) Dia. of pipe 864.00. mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 7135.00

ii) 6.40 mm Rmt 8146.00

iii) 7.10 mm Rmt 9030.00

iv) 7.90 mm Rmt 10038.00

v) 8.70 mm Rmt 11045.00

vi) 9.50 mm Rmt 12048.00

vii) 10.00 mm Rmt 12675.00

o) Dia. of pipe 914.00 mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 7550.00

ii) 6.40 mm Rmt 8622.00

iii) 7.10 mm Rmt 9558.00

iv) 7.90 mm Rmt 10624.00

v) 8.70 mm Rmt 11690.00

vi) 9.50 mm Rmt 12754.00

vii) 10.00 mm Rmt 13418.00

p) Dia. of pipe 965.00 mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 7975.00

ii) 6.40 mm Rmt 9107.00

iii) 7.10 mm Rmt 10095.00

iv) 7.90 mm Rmt 11223.00

v) 8.70 mm Rmt 12348.00

vi) 9.50 mm Rmt 13473.00

vii) 10.00 mm Rmt 14175.00

q) Dia. of pipe 1016.00 mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 8398.00

ii) 6.40 mm Rmt 9590.00

iii) 7.10 mm Rmt 10632.00

iv) 7.90 mm Rmt 11821.00

v) 8.70 mm Rmt 13008.00

vi) 9.50 mm Rmt 14193.00



2012-2013

Rate in Rs.

2013-2014

vii) 10.00 mm Rmt 14932.00

viii) 12.00 mm Rmt 17883.00

r) Dia. of pipe 1067.00 mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 8822.00

ii) 6.40 mm Rmt 10075.00

iii) 7.10 mm Rmt 11170.00

iv) 7.90 mm Rmt 12419.00

v) 8.70 mm Rmt 13666.00

vi) 9.50 mm Rmt 14911.00

vii) 10.00 mm Rmt 15689.00

s) Dia. of pipe 1118.00. mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 9247.00

ii) 6.40 mm Rmt 10559.00

iii) 7.10 mm Rmt 11706.00

iv) 7.90 mm Rmt 13016.00

v) 8.70 mm Rmt 14325.00

vi) 9.50 mm Rmt 15631.00

vii) 10.00 mm Rmt 16446.00

t) Dia. of pipe 1168.00. mm (O. D.)

Thickness of pipe :

i) 5.60 mm Rmt 9661.00

ii) 6.40 mm Rmt 11034.00

iii) 7.10 mm Rmt 12234.00

iv) 7.90 mm Rmt 13603.00

v) 8.70 mm Rmt 14970.00

vi) 9.50 mm Rmt 16335.00

vii) 10.00 mm Rmt 17188.00

u) Dia. of pipe 1219.00. mm (O. D.)

Thickness of pipe :

i) 6.40 mm Rmt 11519.00

ii) 7.10 mm Rmt 12772.00

iii) 7.90 mm Rmt 14201.00



2012-2013

Rate in Rs.

2013-2014

iv) 8.70 mm Rmt 15629.00

v) 9.50 mm Rmt 17055.00

vi) 10.00 mm Rmt 17945.00

vii) 12.00 mm Rmt 21498.00

v) Dia. of pipe 1296.00. mm (O. D.)

Thickness of pipe :

i) 9.50 mm Rmt 18141.00

ii) 9.98 mm Rmt 19049.00

iii) 10.00 mm Rmt 19087.00

w) Dia. of pipe 1321.00. mm (O. D.)

Thickness of pipe :

i) 6.40 mm Rmt 12487.00

ii) 7.10 mm Rmt 13846.00

iii) 7.90 mm Rmt 15397.00

iv) 8.70 mm Rmt 16946.00

v) 9.50 mm Rmt 18492.00

vi) 10.00 mm Rmt 19459.00

x) Dia. of pipe 1422.00. mm (O. D.)

Thickness of pipe :

i) 7.10 mm Rmt 14910.00

ii) 7.90 mm Rmt 16581.00

iii) 8.70 mm Rmt 18250.00

iv) 9.50 mm Rmt 19917.00

v) 10.00 mm Rmt 20957.00

vi) 12.00 mm Rmt 25114.00

y) Dia. of pipe 1473.00. mm (O. D.)

Thickness of pipe :

i) 9.50 mm Rmt 20637.00

ii) 9.98 mm Rmt 21672.00

z) Dia. of pipe 1524.00. mm (O. D.)

Thickness of pipe :

i) 7.10 mm Rmt 15986.00



2012-2013

Rate in Rs.

2013-2014

ii) 7.90 mm Rmt 17777.00

iii) 8.70 mm Rmt 19567.00

iv) 9.50 mm Rmt 21355.00

v) 10.00 mm Rmt 22472.00

vi) 11.90 mm Rmt 26708.00

vii) 12.00 mm Rmt 26930.00

aa) Dia. of pipe 1550.00. mm (O. D.)

Thickness of pipe :

i) 10.00 mm Rmt 22858.00

ii) 11.00 mm Rmt 25127.00

ab) Dia. of pipe 1576.00. mm (O. D.)

Thickness of pipe :

i) 9.50 mm Rmt 22089.00

ii) 10.00 mm Rmt 23243.00

ac) Dia. of pipe 1626.00. mm (O. D.)

Thickness of pipe :

i) 7.10 mm Rmt 17060.00

ii) 7.90 mm Rmt 18973.00

iii) 8.70 mm Rmt 20885.00

iv) 9.50 mm Rmt 22793.00

v) 10.00 mm Rmt 23985.00

vi) 12.00 mm Rmt 28748.00

ad) Dia. of pipe 1650.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 19254.00

ii) 8.70 mm Rmt 21194.00

iii) 9.50 mm Rmt 23132.00

iv) 10.00 mm Rmt 24342.00

v) 12.00 mm Rmt 29175.00

ae) Dia. of pipe 1700.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 19841.00

ii) 8.70 mm Rmt 21840.00



2012-2013

Rate in Rs.

2013-2014

iii) 9.50 mm Rmt 23837.00

iv) 10.00 mm Rmt 25084.00

v) 12.00 mm Rmt 30065.00

af) Dia. of pipe 1750.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 20427.00

ii) 8.70 mm Rmt 22485.00

iii) 9.50 mm Rmt 24542.00

iv) 10.00 mm Rmt 25826.00

v) 12.00 mm Rmt 30956.00

ag) Dia. of pipe 1800.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 21013.00

ii) 8.70 mm Rmt 23131.00

iii) 9.50 mm Rmt 25247.00

iv) 10.00 mm Rmt 26569.00

v) 12.00 mm Rmt 31846.00

ah Dia. of pipe 1850.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 21599.00

ii) 8.70 mm Rmt 23777.00

iii) 9.50 mm Rmt 25951.00

iv) 10.00 mm Rmt 27310.00

v) 12.00 mm Rmt 32737.00

ai) Dia. of pipe 1900.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 22186.00

ii) 8.70 mm Rmt 24422.00

iii) 9.50 mm Rmt 26658.00

iv) 10.00 mm Rmt 28053.00

v) 12.00 mm Rmt 33627.00

aj) Dia. of pipe 1950.00. mm (O. D.)

Thickness of pipe :



2012-2013

Rate in Rs.

2013-2014

i) 7.90 mm Rmt 22773.00

ii) 8.70 mm Rmt 25068.00

iii) 9.50 mm Rmt 27362.00

iv) 10.00 mm Rmt 28795.00

v) 12.00 mm Rmt 34517.00

ak) Dia. of pipe 2000.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 23359.00

ii) 8.70 mm Rmt 25713.00

iii) 9.50 mm Rmt 28067.00

iv) 10.00 mm Rmt 29537.00

v) 12.00 mm Rmt 35408.00

al) Dia. of pipe 2050.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 23946.00

ii) 8.70 mm Rmt 26359.00

iii) 9.50 mm Rmt 28771.00

iv) 10.00 mm Rmt 30279.00

v) 12.00 mm Rmt 36299.00

am) Dia. of pipe 2100.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 24530.00

ii) 8.70 mm Rmt 27005.00

iii) 9.50 mm Rmt 29477.00

iv) 10.00 mm Rmt 31021.00

v) 12.00 mm Rmt 37190.00

an) Dia. of pipe 2150.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 25117.00

ii) 8.70 mm Rmt 27651.00

iii) 9.50 mm Rmt 30181.00

iv) 10.00 mm Rmt 31763.00

v) 12.00 mm Rmt 38080.00

ao) Dia. of pipe 2200.00. mm (O. D.)

Thickness of pipe :



2012-2013

Rate in Rs.

2013-2014

i) 7.90 mm Rmt 25703.00

ii) 8.70 mm Rmt 28297.00

iii) 9.50 mm Rmt 30887.00

iv) 10.00 mm Rmt 32505.00

v) 12.00 mm Rmt 38970.00

ap) Dia. of pipe 2250.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 26290.00

ii) 8.70 mm Rmt 28942.00

iii) 9.50 mm Rmt 31592.00

iv) 10.00 mm Rmt 33247.00

v) 12.00 mm Rmt 39861.00

aq) Dia. of pipe 2300.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 26877.00

ii) 8.70 mm Rmt 29587.00

iii) 9.50 mm Rmt 32297.00

iv) 10.00 mm Rmt 33990.00

v) 12.00 mm Rmt 40751.00

ar) Dia. of pipe 2350.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 27462.00

ii) 8.70 mm Rmt 30233.00

iii) 9.50 mm Rmt 33002.00

iv) 10.00 mm Rmt 34731.00

v) 12.00 mm Rmt 41643.00

as) Dia. of pipe 2400.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 28049.00

ii) 8.70 mm Rmt 30879.00

iii) 9.50 mm Rmt 33707.00

iv) 10.00 mm Rmt 35474.00

v) 12.00 mm Rmt 42533.00



2012-2013

Rate in Rs.

2013-2014

at) Dia. of pipe 2450.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 28635.00

ii) 8.70 mm Rmt 31525.00

iii) 9.50 mm Rmt 34413.00

iv) 10.00 mm Rmt 36215.00

v) 12.00 mm Rmt 43424.00

au) Dia. of pipe 2500.00. mm (O. D.)

Thickness of pipe :

i) 7.90 mm Rmt 29222.00

ii) 8.70 mm Rmt 32170.00

iii) 9.50 mm Rmt 35117.00

iv) 10.00 mm Rmt 36959.00

v) 12.00 mm Rmt 44314.00

vi) 16.00 mm Rmt 58990.00

2 Manufacturing, providing and

supplying spirally welded / ERW/

SAW / fabricated M. S. pipes

(Commercial Quality) including

procurements of plates, gas cutting

to required size rolling, tack

welding assembling in suitable

lengths to form pipes, welding on

automatic welding machine and

forming ‘V’ edge on both ends of

pipes including all taxes (Central

and local), railway freight,

insurance unloading from railway

wagon, loading into truck,

transport to stores / site,

unloading, stacking, etc, complete

as per IS - 3589 and IS-5504 as

applicable as per specifications (No

negative tolerance in thickness is

permissible).

a) Dia. of pipe 200.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 1522.00



2012-2013

Rate in Rs.

2013-2014

ii) 6.00 mm Rmt 1829.00

iii) 7.00 mm Rmt 2151.00

iv) 8.00 mm Rmt 2470.00

v) 9.00 mm Rmt 2792.00

vi) 10.00 mm Rmt 3117.00

b) Dia. of pipe 250.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 1892.00

ii) 6.00 mm Rmt 2280.00

iii) 7.00 mm Rmt 2670.00

iv) 8.00 mm Rmt 3063.00

v) 9.00 mm Rmt 3460.00

vi) 10.00 mm Rmt 3859.00

c) Dia. of pipe 300.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 2264.00

ii) 6.00 mm Rmt 2725.00

iii) 7.00 mm Rmt 3190.00

iv) 8.00 mm Rmt 3657.00

v) 9.00 mm Rmt 4129.00

vi) 10.00 mm Rmt 4601.00

d) Dia. of pipe 350.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 2634.00

ii) 6.00 mm Rmt 3170.00

iii) 7.00 mm Rmt 3709.00

iv) 8.00 mm Rmt 4250.00

v) 9.00 mm Rmt 4795.00

vi) 10.00 mm Rmt 5344.00

e) Dia. of pipe 400.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 3006.00

ii) 6.00 mm Rmt 3616.00

iii) 7.00 mm Rmt 4229.00



2012-2013

Rate in Rs.

2013-2014

iv) 8.00 mm Rmt 4845.00

v) 9.00 mm Rmt 5464.00

vi) 10.00 mm Rmt 6085.00

f) Dia. of pipe 450.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 3376.00

ii) 6.00 mm Rmt 4060.00

iii) 7.00 mm Rmt 4748.00

iv) 8.00 mm Rmt 5439.00

v) 9.00 mm Rmt 6131.00

vi) 10.00 mm Rmt 6828.00

g) Dia. of pipe 500.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 3748.00

ii) 6.00 mm Rmt 4506.00

iii) 7.00 mm Rmt 5268.00

iv) 8.00 mm Rmt 6032.00

v) 9.00 mm Rmt 6800.00

vi) 10.00 mm Rmt 7570.00

h) Dia. of pipe 550.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 4119.00

ii) 6.00 mm Rmt 4951.00

iii) 7.00 mm Rmt 5787.00

iv) 8.00 mm Rmt 6626.00

v) 9.00 mm Rmt 7468.00

vi) 10.00 mm Rmt 8313.00

i) Dia. of pipe 600.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 4490.00

ii) 6.00 mm Rmt 5397.00

iii) 7.00 mm Rmt 6307.00

iv) 8.00 mm Rmt 7220.00

v) 9.00 mm Rmt 8135.00



2012-2013

Rate in Rs.

2013-2014

vi) 10.00 mm Rmt 9054.00

vii) 12.00 mm Rmt 10901.00

j) Dia. of pipe 650.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 4862.00

ii) 6.00 mm Rmt 5841.00

iii) 7.00 mm Rmt 6826.00

iv) 8.00 mm Rmt 7813.00

v) 9.00 mm Rmt 8804.00

vi) 10.00 mm Rmt 9797.00

vii) 12.00 mm Rmt 11792.00

k) Dia. of pipe 700.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 5232.00

ii) 6.00 mm Rmt 6288.00

iii) 7.00 mm Rmt 7346.00

iv) 8.00 mm Rmt 8408.00

v) 9.00 mm Rmt 9471.00

vi) 10.00 mm Rmt 10538.00

vii) 12.00 mm Rmt 12682.00

l) Dia. of pipe 750.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 5604.00

ii) 6.00 mm Rmt 6734.00

iii) 7.00 mm Rmt 7866.00

iv) 8.00 mm Rmt 9001.00

v) 9.00 mm Rmt 10140.00

vi) 10.00 mm Rmt 11281.00

vii) 12.00 mm Rmt 13572.00

m) Dia. of pipe 800.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 5974.00

ii) 6.00 mm Rmt 7179.00

iii) 7.00 mm Rmt 8384.00



2012-2013

Rate in Rs.

2013-2014

iv) 8.00 mm Rmt 9595.00

v) 9.00 mm Rmt 10807.00

vi) 10.00 mm Rmt 12024.00

vii) 12.00 mm Rmt 14463.00

n) Dia. of pipe 850.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 6346.00

ii) 6.00 mm Rmt 7624.00

iii) 7.00 mm Rmt 8905.00

iv) 8.00 mm Rmt 10189.00

v) 9.00 mm Rmt 11475.00

vi) 10.00 mm Rmt 12765.00

vii) 12.00 mm Rmt 15353.00

o) Dia. of pipe 900.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 6717.00

ii) 6.00 mm Rmt 8069.00

iii) 7.00 mm Rmt 9424.00

iv) 8.00 mm Rmt 10782.00

v) 9.00 mm Rmt 12143.00

vi) 10.00 mm Rmt 13508.00

vii) 12.00 mm Rmt 16244.00

p) Dia. of pipe 950.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 7088.00

ii) 6.00 mm Rmt 8515.00

iii) 7.00 mm Rmt 9943.00

iv) 8.00 mm Rmt 11376.00

v) 9.00 mm Rmt 12811.00

vi) 10.00 mm Rmt 14249.00

vii) 12.00 mm Rmt 17134.00

q) Dia. of pipe 1000.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 7458.00



2012-2013

Rate in Rs.

2013-2014

ii) 6.00 mm Rmt 8959.00

iii) 7.00 mm Rmt 10463.00

iv) 8.00 mm Rmt 11970.00

v) 9.00 mm Rmt 13479.00

vi) 10.00 mm Rmt 14992.00

vii) 12.00 mm Rmt 18026.00

r) Dia. of pipe 1050.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 7830.00

ii) 6.00 mm Rmt 9405.00

iii) 7.00 mm Rmt 10983.00

iv) 8.00 mm Rmt 12563.00

v) 9.00 mm Rmt 14147.00

vi) 10.00 mm Rmt 15733.00

vii) 12.00 mm Rmt 18916.00

s) Dia. of pipe 1100.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 8201.00

ii) 6.00 mm Rmt 9850.00

iii) 7.00 mm Rmt 11501.00

iv) 8.00 mm Rmt 13157.00

v) 9.00 mm Rmt 14815.00

vi) 10.00 mm Rmt 16476.00

vii) 12.00 mm Rmt 19808.00

t) Dia. of pipe 1150.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 8572.00

ii) 6.00 mm Rmt 10296.00

iii) 7.00 mm Rmt 12021.00

iv) 8.00 mm Rmt 13751.00

v) 9.00 mm Rmt 15483.00

vi) 10.00 mm Rmt 17218.00

vii) 12.00 mm Rmt 20698.00



2012-2013

Rate in Rs.

2013-2014

u) Dia. of pipe 1200.00 mm (I. D.)

Thickness of pipe :

i) 5.00 mm Rmt 8942.00

ii) 6.00 mm Rmt 10740.00

iii) 7.00 mm Rmt 12541.00

iv) 8.00 mm Rmt 14344.00

v) 9.00 mm Rmt 16151.00

vi) 10.00 mm Rmt 17960.00

vii) 12.00 mm Rmt 21588.00

v) Dia. of pipe 1250.00 mm (I. D.)

Thickness of pipe :

i) 6.00 mm Rmt 11186.00

ii) 7.00 mm Rmt 13061.00

iii) 8.00 mm Rmt 14938.00

iv) 9.00 mm Rmt 16819.00

v) 10.00 mm Rmt 18702.00

vi) 12.00 mm Rmt 22479.00

w) Dia. of pipe 1300.00 mm (I. D.)

Thickness of pipe :

i) 6.00 mm Rmt 11632.00

ii) 7.00 mm Rmt 13579.00

iii) 8.00 mm Rmt 15531.00

iv) 9.00 mm Rmt 17487.00

v) 10.00 mm Rmt 19444.00

vi) 12.00 mm Rmt 23369.00

x) Dia. of pipe 1350.00 mm (I. D.)

Thickness of pipe :

i) 7.00 mm Rmt 14100.00

ii) 8.00 mm Rmt 16126.00

iii) 9.00 mm Rmt 18155.00

iv) 10.00 mm Rmt 20186.00

v) 12.00 mm Rmt 24260.00



2012-2013

Rate in Rs.

2013-2014

y) Dia. of pipe 1400.00 mm (I. D.)

Thickness of pipe :

i) 7.00 mm Rmt 14619.00

ii) 8.00 mm Rmt 16720.00

iii) 9.00 mm Rmt 18822.00

iv) 10.00 mm Rmt 20928.00

v) 12.00 mm Rmt 25150.00

z) Dia. of pipe 1450.00 mm (I. D.)

Thickness of pipe :

i) 7.00 mm Rmt 15138.00

ii) 8.00 mm Rmt 17313.00

iii) 9.00 mm Rmt 19490.00

iv) 10.00 mm Rmt 21672.00

v) 12.00 mm Rmt 26041.00

aa) Dia. of pipe 1500.00 mm (I. D.)

Thickness of pipe :

i) 7.00 mm Rmt 15659.00

ii) 8.00 mm Rmt 17907.00

iii) 9.00 mm Rmt 20159.00

iv) 10.00 mm Rmt 22414.00

v) 12.00 mm Rmt 26931.00

ab) Dia. of pipe 1550.00 mm (I. D.)

Thickness of pipe :

i) 7.00 mm Rmt 16178.00

ii) 8.00 mm Rmt 18501.00

iii) 9.00 mm Rmt 20826.00

iv) 10.00 mm Rmt 23156.00

v) 12.00 mm Rmt 27822.00

ac) Dia. of pipe 1600.00 mm (I. D.)

Thickness of pipe :

i) 7.00 mm Rmt 16697.00

ii) 8.00 mm Rmt 19094.00

iii) 9.00 mm Rmt 21495.00

iv) 10.00 mm Rmt 23898.00

v) 12.00 mm Rmt 28712.00



2012-2013

Rate in Rs.

2013-2014

ad) Dia. of pipe 1650.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 19688.00

ii) 9.00 mm Rmt 22161.00

iii) 10.00 mm Rmt 24640.00

iv) 12.00 mm Rmt 29602.00

ae) Dia. of pipe 1700.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 20281.00

ii) 9.00 mm Rmt 22830.00

iii) 10.00 mm Rmt 25382.00

iv) 12.00 mm Rmt 30493.00

af) Dia. of pipe 1750.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 20875.00

ii) 9.00 mm Rmt 23499.00

iii) 10.00 mm Rmt 26124.00

iv) 12.00 mm Rmt 31384.00

ag) Dia. of pipe 1800.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 21469.00

ii) 9.00 mm Rmt 24166.00

iii) 10.00 mm Rmt 26866.00

iv) 12.00 mm Rmt 32276.00

ah) Dia. of pipe 1850.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 22062.00

ii) 9.00 mm Rmt 24835.00

iii) 10.00 mm Rmt 27609.00

iv) 12.00 mm Rmt 33166.00

ai) Dia. of pipe 1900.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 22656.00



2012-2013

Rate in Rs.

2013-2014

ii) 9.00 mm Rmt 25502.00

iii) 10.00 mm Rmt 28350.00

iv) 12.00 mm Rmt 34057.00

aj) Dia. of pipe 1950.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 23251.00

ii) 9.00 mm Rmt 26170.00

iii) 10.00 mm Rmt 29093.00

iv) 12.00 mm Rmt 34947.00

ak) Dia. of pipe 2000.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 23844.00

ii) 9.00 mm Rmt 26837.00

iii) 10.00 mm Rmt 29834.00

iv) 12.00 mm Rmt 35838.00

v) 16.00 mm Rmt 47878.00

al) Dia. of pipe 2050.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 24438.00

ii) 9.00 mm Rmt 27506.00

iii) 10.00 mm Rmt 30577.00

iv) 12.00 mm Rmt 36728.00

v) 16.00 mm Rmt 49066.00

am) Dia. of pipe 2100.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 25032.00

ii) 9.00 mm Rmt 28174.00

iii) 10.00 mm Rmt 31319.00

iv) 12.00 mm Rmt 37618.00

v) 16.00 mm Rmt 50253.00

an) Dia. of pipe 2150.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 25625.00



2012-2013

Rate in Rs.

2013-2014

ii) 9.00 mm Rmt 28842.00

iii) 10.00 mm Rmt 32061.00

iv) 12.00 mm Rmt 38509.00

v) 16.00 mm Rmt 51440.00

ao) Dia. of pipe 2200.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 26219.00

ii) 9.00 mm Rmt 29509.00

iii) 10.00 mm Rmt 32804.00

iv) 12.00 mm Rmt 39399.00

v) 16.00 mm Rmt 52627.00

ap) Dia. of pipe 2250.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 26813.00

ii) 9.00 mm Rmt 30177.00

iii) 10.00 mm Rmt 33545.00

iv) 12.00 mm Rmt 40290.00

v) 16.00 mm Rmt 53815.00

aq) Dia. of pipe 2300.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 27407.00

ii) 9.00 mm Rmt 30846.00

iii) 10.00 mm Rmt 34288.00

iv) 12.00 mm Rmt 41180.00

v) 16.00 mm Rmt 55002.00

ar) Dia. of pipe 2350.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 28001.00

ii) 9.00 mm Rmt 31514.00

iii) 10.00 mm Rmt 35029.00

iv) 12.00 mm Rmt 42072.00

v) 16.00 mm Rmt 56190.00



2012-2013

Rate in Rs.

2013-2014

as) Dia. of pipe 2400.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 28594.00

ii) 9.00 mm Rmt 32182.00

iii) 10.00 mm Rmt 35772.00

iv) 12.00 mm Rmt 42962.00

v) 16.00 mm Rmt 57379.00

at) Dia. of pipe 2450.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 29188.00

ii) 9.00 mm Rmt 32849.00

iii) 10.00 mm Rmt 36514.00

iv) 12.00 mm Rmt 43853.00

v) 16.00 mm Rmt 58566.00

au) Dia. of pipe 2500.00 mm (I. D.)

Thickness of pipe :

i) 8.00 mm Rmt 29782.00

ii) 9.00 mm Rmt 33517.00

iii) 10.00 mm Rmt 37257.00

iv) 12.00 mm Rmt 44743.00

v) 16.00 mm Rmt 59753.00



Major Works

1 Fabricating pipes from steel plates

supplied free of cost and stacking

the same in the fabricator’s yard.

The rate to include cutting the

plate, rolling, tack welding,

assembling in suitable lengths to

form pipes, welding on automatic

welding machines and forming ‘V’

edge for both ends of pipe.

Without

E.D.

5 to 8 mm MT 9005.00

8 to 12 mm MT 7062.00

12 to 16 mm MT 5297.00

16 to 20 mm MT 4767.00

20 to 25 mm MT 4590.00

2 Fabricating one piece cants, short

pipes (shorter than one strake

length) from the steel plates


the same in fabricator’s yard. The

rate to include cutting the plates,

rolling, tack welding either on

automatic welding machine or

manually and forming ‘V’ edge to

both ends of pipes :

5 to 8 mm MT 12359.00

8 to 12 mm MT 8121.00

12 to 25 mm MT 5827.00

3 Fabricating composite bends from

steel plates supplied free of cost

and stacking the same in the

fabricator’s yard. The rate to

include cutting the plates, rolling,

tacking drums, assembling the

same form bend of suitable length,

welding either on automatic

welding machine or manually and

Section - I- (XVI) - FABRICATION OF M.S.PIPES & SPECIALS

Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XVI)-FABRICATION OF M.S.PIPES AND SPECIALS 177


2012-2013

Rate in Rs.

2013-2014

forming ‘V’ edge to both ends of

bend but the rate excluding the

circumferential butt welding

required for assembling cants to

form necessary composite bend.

Circumferential butt welding will

be paid seperately under section

XVI of Item No. 7-A. However, the

rate under this item will include

the cost of longitudinal butt

welding of pipes strakes.

5 to 8 mm MT 14830.00

8 to 12 mm MT 9887.00

12 to 16mm MT 7768.00

16 to 25 mm MT 7239.00

4 Fabricating tapers from the steel

plates, supplied free of cost and

stacking the same in the

fabricator’s yard. The rate to

include cutting the plates, rolling,

tack welding, welding either on

automatic welding machine or

manually and forming ‘V’ edge to

both ends of tapers but the rate

excludes circumferential butt

welding required for assembling

drums to form necessary tapers.

Circumferential butt welding will

be paid for under section XVI of

Item No. 7-A. Howerver, the rate

under this includes the

longitudinal butt welding to form

drums The rate shall also include

the cost of fabrication of stifferner

rings and gussets and mounting

the same on tapers, tack and

chain welding, etc. as directed by

Engineer-in-charge.

MT 11476.00



2012-2013

Rate in Rs.

2013-2014

5 Fabricating specials and fixtures

from steel materials supplied free

of cost (welding will be paid

separately except for category vi (a)

and (b) below. The weight for

payment under this item shall be

calculated on the basis of finished

material neglecting the bolt holes

wherever provided.)

i) Saddle pieces, loose stiffener rings,

pressure type blank flanges,

ladders, platforms, and any other

minor fixtures. The rate to include

cutting, bending, tack welding, etc.

complete

MT 4590.00

ii) ‘Y’ branches, ‘T’ branches. The rate

to include cutting, bending, tack

welding etc. complete.

MT 9711.00

iii) Dished closures such as domes.

The rate to include cutting, cold

pressing and tack welding etc.

complete

MT 15007.00

iv) Dished closures such as manhole

cover. The rate to include cutting

cold pressing and tack welding

only. The rate also to include

drilling holes including grinding

wherever nesessary, with supply of

bolts, nuts, washers, etc. complete

as per drawing

MT 16067.00

v) Flat manhole covers. The rate to

include cutting, tack welding. The

rate also to include drilling holes

including grinding



2012-2013

Rate in Rs.

2013-2014

wherever necessary with supply of

bolts, nuts, washers, etc.complete

as per drawing.

MT 10417.00

vi) a) Flange rings below 40 mm. thick.

The rate to include gas cutting,

tack welding to form ring, drilling

holes including grinding wherever

necessary etc. complete.

MT 16949.00

b) Flange rings 40 mm and above

thick. The rate to in clude gas

cutting, tack welding to form ring,

drilling holes including grinding

wherever necessary etc. complete.

MT 22069.00

vii) a) Machining of flange ring for cut

upto 2 mm.including handling,

assembling, alignment the ring on

machine, etc. complete as directed

by Engineer-in-charge

i) for thickness of flange ring below

40 mm.

sqm 971.00

ii) for thickness of flange ring 40 mm.

and above.

sqm 1483.00

b) Machining offlange ringe for

cutupto 2 mm. : Extraover and

above (vii)(a) for machining beyond

2 mm. forevery additional cutof 2

mm. or partthereof.

sqm 741.00

i) Machining offlange ringe for


above (vii)(a) for machining

sqm 3531.00



2012-2013

Rate in Rs.

2013-2014

ii) Machining offlange ringe for


above (vii)(a) for machining

Each 67.00

6 Providing, fabricating and fixing

expansion joints for pipelines as

per the drawing. The rate to

include machining the strakes and

steel ring as shown in the drawing

and welding on either automatic

welding machine or manually, Rate

includes plates and flats required

for expansion joint and all other

materials such as synthetic

rubber, rubber ring, etc. complete.

including packing as per

specifications, grease, bolts and

nuts, etc. including local handling,

all types of taxes and duties etc.

complete.

Expansion joints suitable for pipe

diameters.

i) 300mm. dia. each 21887.00

ii) 400 mm. dia. each 31585.00

iii) 450 mm. dia. each 41085.00

iv) 500 mm. Dia each 55084.00

v) 600 mm. dia. each 64711.00

vi) 700 mm. dia. each 80556.00

vii) 750 mm. dia. each 88773.00

viii) 800 mm. dia. each 103312.00

ix) 900 mm. dia. each 119952.00

x) 1000 mm. dia. each 143629.00

xi) 1200mm. dia. each 190757.00

7 Fabricating ring girder as per

drawing and specifications from

M.S. channels, flats, plates, etc.

supplied free of cost and

assembling the same on the ring

girder strake and tack



2012-2013

Rate in Rs.

2013-2014

welding as per directions.

MT 5827.00

8 Fabricating ring girder supports

(stools) as per drawing and

specifications complete with top

plates, base plates, side flats for

fixing rollers wherever nescessary,

grease box covers, rag bolts, grid

road etc. from steel material


the same in fabricators yard.

MT 7945.00

9 Fabricating and assembling M.S.

roller as per drawing. The rate to

include machining, assembling

and fixing the same to the side

flats provided below the top plates

of R.C. supports (stools) greasing

including providing anti-theft

measures M.S. rounds will be

supplied free of cost. All other

materials such as bright stainless

steel pins etc. shall be supplied by

the fabricator at his cost.

MT 17293.00

10 Blast cleaning the surface of the

old or new pipeline internally to

remove all rust etc. complete,

including providing sand,

machinery, labour, cutting of pipes

at required places and rewelding

the same etc, complete as directed

by Engineer-in-charge. (Pipes

pieces if required for rewelding of

old pipeline shall be paid

separately.)

sqm 77.00



2012-2013

Rate in Rs.

2013-2014

11 Blast Cleaning of old or new

pipeline surface internally with

mechanical cleaning machine

having steel scraper blades with

required passes including

removing all rust, scaling etc.

including cutting of pipes at

required places, rewelding the

same incuding cost of all materials

and labour, etc, complete (Pipes

pieces if required for rewelding of

old pipeline shall be paid

separately.)

MT 77.00

12 Blast Cleaning of old pipeline

surface internally by using

swabbing method by passing

polyurethane foam “Pig” with

required hydraulic pressure,

cutting of pipes at required places,

rewelding the same including cost

of all materials and labour, etc.

complete. (Pipe pieces if required

for rewelding of old pipeline shall

be paid separately.)

Note:- Water for this purpose shall

be supplied by the department free

of cost at fixed point within 5 km

lead and all arrangements for

filling section and creating

hydraulic pressure on polyrethene

pig shall be done by contractor at

his own cost.

Sqm 91.00

13 Blast cleaning the surface of the

old or new pipeline externally to

remove all rust including providing

sand machinery. etc. complete as

directed by Engineer-in-charge.

Sqm 91.00



2012-2013

Rate in Rs.

2013-2014

14 Providing and applying primer and

one coat of red oxide of iron paint,

internally, to blast cleaned surface

of the pipes.

Sqm 25.00



internally, including cleaning the

surface of the pipes with steel

scrappers, wire brushes, and metal

cleaning solution, etc.

Sqm 43.00

16 Fabricating and fixing insulated

flange rings assembly as per

drawing from steel material,

supplied free of cost. The rate to

include fabrication of tail pipe

(about 0.6 M long) fabrications of

flange rings, machining, drilling

holes, including grinding wherever

necessary and welding, The rate

above to include nuts, bolts,

washers, etc. but shall not include

supply and fixing of backbite/PVC

rings, cylinders and rubber

packing.

i) From 300mm.Upto 450mm. dia. Each 2138.00

ii) Above 450 mm.Upto 750 mm. dia. Each 4155.00

iii) Above 750 mm.Upto 1000 mm.

dia.

Each 6184.00

iv) Above 1000 mm.Upto 1250 mm.

dia.

Each 10817.00

v) Above 1250 mm.Upto 1500 mm.

dia.

Each 14722.00

vi) Above 1750 mm.Upto 2000 mm.

dia.

Each 17999.00



2012-2013

Rate in Rs.

2013-2014



externally, to blast cleaned surface

of the pipes.

Sqm 27.50



externally, including cleaning the

surface of the pipes with steel

scrappers, wire brushes, and metal

cleaning solution, etc.

Sqm 60.00

19 Providing and applying covering

coat of grey graphite of approved

quality including dusting the

surface etc. complete.

Sqm 31.00

20 Providing and applying one coat of

zinc rich epoxy primer to the

internal surface of pipe line at site.

Sqm 66.00

21 Providing and applying primer first

coat of intertol 49 W emaline

05/58 pipe coat or any other

equivalent approved paint to the

internal surface of pipe line at site.

Sqm 50.00

b) Second coat Sqm 41.00

c)Third coat Sqm 40.00



1 Lowering laying in position to

correct line and level including M.

S. pipes with / without any

outcoating on pedestals or chairs

upon prepared formation. The rate

to include loading, unloading

hoisting, marginal cutting

wherever required, assembling and

tack welding, and transporatation

upto 500 M. etc. completed as

specified.

5 mm to 8 mmthick.

i) Upto 250 mm. dia. Rmt 282.00

ii) Above 250 mm.Upto 500 mm. dia. Rmt 332.00

iii) Above 500 mm.Upto 750 mm. dia. Rmt 381.00

iv) Above 750 mm.Upto 1000 mm. dia Rmt 431.00


dia.

Rmt 482.00

8 mm to 12 mm thick.

i) From 750 mm. Upto1000 mm. dia. Rmt 574.00

ii) Above 1000 mm.Upto l250 mm.

dia

Rmt 640.00


Dia

Rmt 706.00

iv) Above 1500 mmUpto 1750 mm.

dia

Rmt 774.00

v) Above 1750 mm.Upto 2000 mm

dia

Rmt 840.00

vi) Above 2000 mm.upto 2250 mm dia Rmt 906.00

vii) Above 2250 mm.upto 2500 mm dia Rmt 974.00


i) From 2000 mm Upto2250 mm dia Rmt 864.00

Section - I- (XVII) - M.S.PIPES LAYINGRate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Section-I-(XVII)-M.S.PIPES LAYING 186

Sr No Item Description Unit Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

ii) Above 2250 rnm.Uplo 2500 mm

dia.

Rmt 932.00

iii) Above 2500 mmUpto 2750 mm dia Rmt 996.00


dia.

Rmt 1060.00

v) Above 3000 mm.upto 3250 mm

dia.

Rmt 1124.00

vi) Above 3250 mm.Upto 3500 mm

dia

Rmt 1189.00


i) From 2500 mm Upto 2750 mm dia Rmt 1306.00

ii) Above 2750 mmUpto 3000 mm dia Rmt 1378.00

iii) Above 3000 mmupto 3250 mm dia Rmt 1450.00

iv) Above 3250 mmUpto 3500 mm did Rmt 1522.00

v) Above 3500 mmUpto 3750 mm dia Rmt 1595.00

vi) Above 3750 mmupto 4000 mm dia Rmt 1668.00


i) Above 3500 mmUpto 3750 mm dia Rmt 1778.00

ii) Above 3750 mmupto 4000 mm dia Rmt 1880.00



S. specials with / without any

outcoating such as distance pieces,

straps, bends, tapers, etc. on

pedestals or chairs upon

formation. The rate to include

loading, unloading hoisting,

marginal cutting wherever

required, assembling and tack

welding, and transportation upto

500M etc. complete.



2012-2013

Rate in Rs.

2013-2014

a) 5 mm to 8 mm thick.





dia.

Rmt 603.00


dia.

Rmt 673.00


i) From 750 mm.Upto1000 mm. dia. Rmt 804.00

ii) Above 1000 mm.Upto 1250 mm.

dia.

Rmt 897.00


dia.

Rmt 989.00


dia.

Rmt 1082.00


dia.

Rmt 1177.00


dia.

Rmt 1269.00

vii) Above 2250 mm.Upto 2500 mm.

dia.

Rmt 1362.00


i) From 2000 mm.Upto 2250 mm.

dia.

Rmt 1252.00


dia.

Rmt 1304.00


dia.

Rmt 1394.00


dia.

Rmt 1483.00


dia.

Rmt 1574.00


dia.

Rmt 1664.00



2012-2013

Rate in Rs.

2013-2014


i) From 2500 mm.Upto 2750 mm.

dia.

Rmt 1796.00


dia.

Rmt 1877.00


dia.

Rmt 2031.00


dia.

Rmt 2132.00


dia.

Rmt 2232.00


dia.

Rmt 2333.00

Above 20 mm to upto 25mm

thick.i) From 3500 mmUpto 3750 mm.

dia.

Rmt 2488.00


dia.

Rmt 2631.00



S. pipes with / without any

outcoating, on pedestals or chairs

upon piers, trestles etc. The rate to

include loading, unloading



tack welding, transportaion upto

500 m. etc. complete.





iv) Above 750 mm. Upto1000 mm.

dia.

Rmt 517.00


dia.

Rmt 578.00



2012-2013

Rate in Rs.

2013-2014

b) 8 mm to 12 mm thick.

i) From 750 mm.Upto1 000 mm. dia. Rmt 689.00


dia.

Rmt 768.00


dia.

Rmt 848.00


dia.

Rmt 928.00


dia.

Rmt 1009.00


dia.

Rmt 1089.00

vii) Above 2250 mm.Upto 2500 mm.

dia.

Rmt 1167.00

c) 12 mm to 16 mm thick.

From 2000 mm.Upto 2250 mm.

dia.

Rmt 994.00

Above 2250 mm.Upto 2500 mm.

dia.

Rmt 1042.00


dia.

Rmt 1194.00


dia.

Rmt 1273.00


dia.

Rmt 1350.00


dia.

Rmt 1416.00

d) 16 mm to 20 mm thick.


dia.

Rmt 1566.00


dia.

Rmt 1653.00


dia.

Rmt 1740.00


dia.

Rmt 1826.00


dia.

Rmt 1913.00


dia.

Rmt 2001.00



2012-2013

Rate in Rs.

2013-2014

e) 20 mm to 25 mm thick.

from 3500 mm. Upto3750 mm.

dia.

Rmt 2133.00


dia.

Rmt 2256.00

4 Lowering and laying in position to


S. specials such as distance

pieces, straps,

bends, tapers, etc. on pedestals or

chairs upon piers or trestles. The

rate to include loading, unloading



tack welding, and including

transportation upto 500 m. etc.

complete as specified.


Upto 250 mm. dia. Rmt 472.00

Above 250 mm.Upto 500 mm. dia. Rmt 556.00



dia.

Rmt 724.00


dia.

Rmt 807.00

b) 8 mm to 12 mm thick.

From 750 mm.Upto1000 mm. dia. Rmt 965.00


dia.

Rmt 1076.00


dia.

Rmt 1188.00


dia.

Rmt 1299.00


dia.

Rmt 1412.00


dia.

Rmt 1525.00



2012-2013

Rate in Rs.

2013-2014


dia.

Rmt 1635.00

c) 12 mm to 16 mm thick.


dia.

Rmt 1503.00


dia.

Rmt 1563.00


dia.

Rmt 1672.00

Above 2750 mm.Upto 3 000 mm.

dia.

Rmt 1781.00


dia.

Rmt 1889.00


dia.

Rmt 1998.00

d) 16 mm to 20 mm thick.


dia.

Rmt 2195.00

Above 275Omm.Upto 3000 mm.

dia.

Rmt 2314.00


dia.

Rmt 2437.00


dia.

Rmt 2555.00


dia.

Rmt 2679.00


dia.

Rmt 2802.00

e) 20 mm to 25 mm thick.


dia.

Rmt 2988.00


dia.

Rmt 3157.00



2012-2013

Rate in Rs.

2013-2014

5 Transporting within 500

meters,laying in position to correct

line and level M. S. pipes with /

without any outcoating, on

prepared bedding in trenches

including marginal cutting

wherever required, assembling

tack welding the same. The rate to

include loading, unloading,

hoisting, etc. complete as specified.

a) 5 mm to 8 mm thick





dia.

Rmt 442.00


dia.

Rmt 493.00

b) 8 mm to 12 mm thick



dia.

Rmt 656.00


dia.

Rmt 724.00


dia.

Rmt 793.00


dia.

Rmt 860.00


dia.

Rmt 928.00


dia.

Rmt 996.00

c) 12 mm to 16 mm thick


dia.

Rmt 915.00


dia.

Rmt 955.00



2012-2013

Rate in Rs.

2013-2014


dia.

Rmt 1021.00


dia.

Rmt 1087.00


dia.

Rmt 1153.00


dia.

Rmt 1219.00

d) 16 mm to 20 mm thick


dia.

Rmt 1334.00


dia.

Rmt 1408.00


dia.

Rmt 1483.00


dia.

Rmt 1558.00

Above 3500 mrn.Upto 3750 mm.

dia.

Rmt 1632.00


dia.

Rmt 1708.00

e) 20 mm to 25 mm thick


dia.

Rmt 1817.00


dia.

Rmt 1922.00

6 Transporting within 500

meters,laying in position to correct

line and level M. S. specials pipes

with / without any outcoating,

such as distance pieces, straps,

bends, tapers, etc. on prepared

bedding in trenches including

marginal cutting wherever

required, assembling tack welding,

the same. The rate to including

loading, unloading, hoisting, etc.

complete as specified.



2012-2013

Rate in Rs.

2013-2014

a) 5 mm to 8 mm thick


Above 250 mm.Upto 500 mm.dia. Rmt 475.00



dia.

Rmt 618.00


dia.

Rmt 691.00

b) 8 mm to 12 mm thick



dia.

Rmt 919.00


dia.

Rmt 1013.00


dia.

Rmt 1109.00


dia.

Rmt 1288.00


dia.

Rmt 1345.00


dia.

Rmt 1394.00

c) 12 mm to 16 mm thick


dia.

Rmt 1282.00


dia.

Rmt 1387.00


dia.

Rmt 1428.00


dia.

Rmt 1521.00


dia.

Rmt 1616.00


dia.

Rmt 1708.00



2012-2013

Rate in Rs.

2013-2014

d) 16 mm to 20 mm thick


dia.

Rmt 1855.00


dia.

Rmt 1972.00


dia.

Rmt 2078.00


dia.

Rmt 2181.00


dia.

Rmt 2286.00


dia.

Rmt 2391.00

e) 20 mm to 25 mm thick


dia.

Rmt 2543.00


dia.

Rmt 2692.00

7 Welding in all positions with

required number of runs, for M. S.

pipes internally and / or externally

including gauging wherever

necessary, fixing appurtenances

and other accessories in

connection with pipe laying work

as per specification.

a) Butt Joints : Plat Thickness

4 mm. Rmt 131.00

5 mm. Rmt 198.00

6 mm. Rmt 465.00

7 mm. Rmt 519.00

8 mm. Rmt 651.00

10mm. Rmt 798.00

12mm. Rmt 854.00

14mm. Rmt 1018.00

16mm. Rmt 1232.00

18mm. Rmt 1334.00

20 mm. Rmt 1599.00

22 mm. Rmt 2008.00

25 mm. Rmt 2725.00



2012-2013

Rate in Rs.

2013-2014

b) Lap joints with convex fillet welds Lag Lengths

Lengths:

5 mm. Rmt 183.00

6 mm. Rmt 234.00

8 mm. Rmt 310.00

10mm. Rmt 347.00

12mm. Rmt 519.00

14mm. Rmt 705.00

16mm. Rmt 776.00

18mm. Rmt 941.00

20 mm. Rmt 1062.00

22 mm. Rmt 1419.00

25 mm. Rmt 1723.00

8 Shifting and aligning ring girders

including removing tack welds

and re-tacking in the correct

position etc. complete as per

specification for the pipes of

following diameter.

From 1000 mm,Upto 1250 mm.

dia.

Rmt 355.00


dia.

Rmt 435.00


dia.

Rmt 513.00


dia.

Rmt 592.00


dia.

Rmt 670.00


dia.

Rmt 749.00


dia.

Rmt 827.00


dia.

Rmt 908.00


dia.

Rmt 987.00


dia.

Rmt 1065.00



2012-2013

Rate in Rs.

2013-2014


dia.

Rmt 1144.00


dia.

Rmt 1229.00

9 Transporting within 500 meters

and fixing in position stools, base

plates, roller sets, grease box

covers, etc. including welding

wherever necessary. The rate also

to include fixing stools, base

plates, etc. in true line and level,

connecting the base plate to

anchor bolts by flush welding

including cutting the bolts, if

required, assembling and aligning

C. I. or M. S. roller sets of any size

including oiling, greasing, etc. The

rate also to include grouting

anchor bolts, welding of two halves

of grease box covers as directed by

Engineer-in-charge, for pipes of

following dia.


dia.

each 1299.00


dia.

each 1405.00


dia.

each 1511.00


dia.

each 1617.00


dia.

each 1723.00


dia.

each 1829.00


dia.

each 1935.00


dia.

each 2041.00


dia.

each 2147.00



2012-2013

Rate in Rs.

2013-2014


dia.

each 2253.00


dia.

each 2378.00


dia.

each 2463.00


and aligning, fixing in position and

tack welding expansion joints

suitable for pipeline of diameters.


dia.

each 4395.00


dia.

each 4558.00


dia.

each 4723.00


dia.

each 4887.00


dia.

each 9238.00


dia.

each 9445.00


dia.

each 9650.00


dia.

each 9793.00


dia.

each 10063.00


dia.

eacj 10270.00


dia.

each 10474.00


dia.

each 10682.00


aligning and fixing in position and

tack welding only, including

marginal cutting, supplying and

providing rubber packing etc.

where necessary.



2012-2013

Rate in Rs.

2013-2014

A) Minor fixtures such as manhole

cover, pressure and non-pressure

type blank

flanges, loose rings, small pipes to

form saddle bypass arrangement,

plug plates, ladders, platform,

stiffener rings, etc.

MT 7868.00

B) Minor fixtures such as tees,

domes, ‘Y’ branches, insulating

flange ring assembly, etc.

MT 3997.00

12 Gas cutting (either square cut or V

cut) pipes, plates, etc. of thickness.

Upto 5 mm. Rmt 59.00

Above 5 mm. Upto10 mm. Rmt 84.00




Above 22 mm. Rmt 230.00

13 Gas cutting holes upto50mm dia

(for plugs)

Thickness of shell :

5 mm. to 12 mm No 65.00

Above 12 mm No 90.00

14 Providing M.S. bar mesh prepared

out of 16 mm dia M.S. bar at 15

cm. c/c both ways, welded to

flanged ring including tack welding

of bars and fixing the same with

nuts and bolts on open faces of

outlet/inlet pipes in the sump or

reservoir, etc. complete as directed

by Engineer-in-charge.

Sq.m 1192.00



2012-2013

Rate in Rs.

2013-2014

15 Providing permanent test points on

the pipe line as per drawing and as

directed by Engineer-in-charge

including providing and fixing

sluice

valves, road boxes for sluice valves

of size 80 mm to 250 mm in one

brick masonry chamber 300 mm x

300 mm clear C. M. 1:5 with 12

mm thick 1:3 cement plaster both

inside and outside on M-100 c.c.

150 mm thick etc. complete as

specified and directed.

No 2675.00

16 Supplying transporting, the S.P.

fire hydrants including duck foot

bend, S.V. and S.V. road box,

painting the hydrant,fixing the

saddle piece, supplying, and laying

required length of C.I. pipeline and

jointing the same spun yarn,

molten lead including caulking,

fixing the S.V. road box in one

brick masonry chamber in 1:5

C.M. with 12 mm thick 1:3 cement

plaster both inside and outside on

1:3:6: C.C.150 mm thick etc,

complete specified and directed.

[As per I.S.900/1965 Revised]

No 13090.00

17 Hydraulic testing of M.S. pipeline

to specified pressure including cost

of all materials and labour and

water for testing for the length

upto 1km., using reciprocating

type pumps which should be able

to provide specified test pressure



2012-2013

Rate in Rs.

2013-2014

gauges and other necessary

equipments, labour, operation

charges, etc. required for testing.

The rate under this item shall also

include cost of retesting, if

necessary.

Upto 600mm. dia.(I.D.) km 37248.00

Above 600 mm.upto 750 mm.

dia.(l.D.)

km 37303.00


dia.(l.D.)

km 37389.00


dia.(l.D.)

km 37518.00


dia.(l.D.)

km 37646.00


dia.(l.D.)

km 37899.00


dia.(l.D.)

km 38272.00


dia.(l.D.)

km 38898.00


dia.(l.D.),

km 39354.00

Above 2500 mm.dia. (l.D.) km 39809.00

Extra over initial KM

Upto600mm. dia.(I.D.) km 189.00


dia.(l.D.)

km 270.00


dia.(l.D.)

km 402.00


dia.(l.D.)

km 531.00


dia.(l.D.)

km 684.00


dia.(l.D.)

km 1010.00


dia.(l.D.)

km 1528.00


dia.(l.D.)

km 2344.00


dia.(l.D.),

km 2919.00



2012-2013

Rate in Rs.

2013-2014

Above 2500 mm.dia.upto 2750 mm

dia

km 3530.00

Above 2750 mm dia (I.D) km 4167.00

18 Providing and applying with

mechanical arrangement 1:3

proportion cement sand gunite, 40

to 50 mm thick to M. S. pipe

surface under 2.1 kg. per sqcm. to

2.80 kg. per sqcm. pressure

including removing the loose

materials as directed by Engineer -

in- charge and including scrapping

the surface with wire brushes,

degreasing, cleaning by

compressed air and providing

fixing BRC fabric no.14 as

reinforcement, curing for 21 days,

disposing off the rebound

materials within a lead of 50 M,


Engineer-in-charge.

Sq.m 416.00

19 Providing and applying pipe

coating of fibres, coaltar and

solvent based rubber modified

bituminous primer of density 0.92

gms/cu cm and viscosity of 1000-

2000 cps @ 150 gms/sqm followed

by seven layers(4mm thick) of

polythene polymerised bitumen

and polyester of local 7 layers)

pipe coat 4 mm should conform to

requirement of IS-10221 and

AWWA C-203 for per-fabricated

tapes including covering cost on

pipe coating. Rates shall include

cost of material coating and

wrapping over the pipes, handling

charges, preparation of pipe

surface, all labour, material, etc.

complete.

Sq.m 448.00



2012-2013

Rate in Rs.

2013-2014

Note : Pipe coating is to be done at laying work site only.


mechanical arrangement cement

sand gunite of 50 mm thickness to

floors, walls, floor slabs or any

other structure under 2.1 kg. per

sqcm. to 2.80 kg. per sqcm.

pressure including removing the

loose materials on surface,

cleaning with comperssed air,

degreasing, etc. including

scaffolding and curing for 21 days,

providing and fixing BRC fabric no.

14 but excluding cost of

reinforcement, if any and removing

rebound materials within a lead of

50 M, etc. complete as directed by

Engineer-in-charge (for GSRs and

buildings.)

Sq.m 363.00


mechanical arrangement cement

sand gunite of 50 mm thickness to

floors, walls, roof slabs or any

other structure under 2.1 kg. per

sqcm. to 2.80 kg. per sqcm.

pressure including removing the

loose materials on surface,

cleaning with compressed air,

degreasing, etc. including

scaffolding and curing for 21 days,

providing and fixing BRC fabric no.

14 but excluding cost of

reinforcement, if any and removing

rebound materials within a lead of

50 M, for staging and bottom of

bottom slab, etc. complete as

directed by Engineer-in-charge (for

RCC ESRs)

Sq.m 476.00



2012-2013

Rate in Rs.

2013-2014

22 Providing and making inner

cement mortar lining to M.S. pipes

with mechanical devices in cement

mortar 1:1 proportion, including

cost of all materials, labour,

special sand required, machinery,

power generation, all equipments

and taking necessary access

openings and manholes, cuts at

suitable intervals as directed by

Engineer-in-charge and rewelding

the same after done with doubler

plates pipes including necessary

excavation, refilling concerte

breaking and remaking if any,

breaking guniting and remaking

the same, repainting whereven

required with epoxy paint in 3

coats, all dewatering including

emptying the pipeline and refilling

the same after done with (water to

be supplied by department free of

cost within 5 km. lead at fixed

point and all other arrangements

to be done by agency), including

carrying out “C” value performance

test of pipeline, complete job as per

the directions of the Engineer-in-

charge.I 9 mm thick for pipesupto 700 mm

dia.

(Increase 25% for alignment in

hilly area)

sq.m 326.00

ii 12 mm thick forpipes upto 700

mm dia.

sq.m 377.00

23 Providing and applying of

elastomeric (450% elongation),

thermoplastic, fire retardant,

coating skin tensile strength 18 to

21 kg/cm2, antifungal

antibacterial anticorrosive, graft co-

polymer Coating on smooth

plastered surface. 100 Micron

dyufilm thickness of self bonding

with plastered surface and 100

Micron of top cost. For sewage

treatment



2012-2013

Rate in Rs.

2013-2014

plant (R. C. C. Tank inside coating)

and water treatment plant.

sq.m 1057.00

24 Providing and applying external

and internal coating for steel

structures in sewage treatement

plant/water treatement plant with




21 kg/cm2, antifungal

antibacterial, anticorrosive, graft

co-polymer. 50 Micron DFT. of self

bonding with steel, 50 Micron DFT.

of inner coat and 50 Micron DFT of

top coat.

sq.m 618.00




coating skin tencile strength 18 to

21 kg/cm2, antifungal,


polymer coating on external pipe

lines in un laid/laid condition after

proper cleaning. 50 micron DFT of

self bonding grade with metal

surface, 50 Micron DFT of self

bonding grade with metal surface,

50 Micron DFT inner coat and 50

Micron DFT of top coat.

1) water and sewage pipelines

(external) in unlaid condition.

sq.m 647.00

2) water and sewage pipelines

(external) in laid condition.

sq.m 663.00







2012-2013

Rate in Rs.

2013-2014

21 Kg/cm2, antifungal,


polymer coating on internal

surface of pipe lines. 100 Micron

DFT of site bonding grade with

steel surface and 100 Micron DFT

of top coat.

1) Pipe lines (external) in unlaid

condition.

sq.m 814.00

2) Pipe lines (external) in laid

condition.

sq.m 869.00





21 kg/cm2, antifungal,


polymer coating on cleaned steel

reinforcement bars. 80 to 100

micron DFT With self bonding

trade of bar coating.

1) 6mm dia M.T. 29598.00

2) 8mm dia M.T. 22648.00

3) 10mm dia M.T. 17947.00

4) 12mm dia M.T. 14933.00

5) 16mm dia M.T. 11182.00

6) 20mm dia M.T. 9100.00

7) 25mm dia M.T. 7187.00

8) 32mm dia M.T. 5759.00

9) 40mm dia M.T. 4373.00

28 Providing and applying of H D P E

coating for MS pipe internally as

well as externally including cost of

H D P E powder moulding pipe

grade, labour, scrapping the pipe

surface with wire brushes,

degreasing, cleaning by



2012-2013

Rate in Rs.

2013-2014

compressed air and surface

grinding and finishing including

cost of loading , unloading and

handling of pipe at factory etc.

complete as directed by Engineer -

in -charge.

HDPE Coating

Thickness in micron

External Internal Total

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,coating ---

-------,,--------------------thick

Without

E.D.

1) 0 micron 2000 2000 sq.m 1508.00

2) 2000 micron 1000 3000 sq.m 1893.00

3) 3000 micron 1000 4000 sq.m 2176.00

4) 3000 micron 2000 5000 sq.m 2501.00



2012-2013

Rate in Rs.

2013-2014

1 Designing (aesthetically), providing and

constructing high rate Unconventional Water

Treatment Plant i.e. Simplified Water Treatment

Plants consisting of Civil works including cost of

Providing and applying Epoxy paint to inside

surface of water retaining structures in contact

with chlorine and providing anti - termite treatment

to entire structure below Ground level, Mechanical

and Electrical components of variours sub-works as

given below : including necessary hydraulic testing,

structural testing and trial run for 3 months, etc.

complete as directed by Engineer-in-charge (turn-

key job) works.

1) Aeration Fountain

2) Inlet arrangements

3) Mixing channel with ventury flume and flow

measuing arrangement

4) Inlet channel

5) Flocculator -

Confirming to I.S. 7208-1974 (Type - C) with

detention period of 30 minutes

6) Tube Settlers -

“Designing, fabricate and construct Tube Settlers

with square or any other shaped tube like Circular,

Cheveron, Hexagonal etc. having proven

performance.”

7) Rapid sand gravity filters

8) Filter house

9) Chemical house

10) Alum tanks 2 Nos. with mixing carrying and

dosing arrangements with piping.

11) Gravity feed gas chlorinator with 100% standby.

12) TCL solution tank with mixing, carrying and

dosing arrangement with piping

13) Bye-pass arrangement

14) External and internal electrification

15) Laboratory equipments

Section - I- (XVIII) - TREATMENT PLANT (W.T.P. S.T.P.)

Section-I-(XVIII)-TREATMENT PLANT (W.T.P. S.T.P.) 209


2012-2013

Rate in Rs.

2013-2014

16) Wash water tanks of capacity equal to 12 minutes

to wash specified number of filter beds at time at

600 lit/m2/m under head of 12 m at under drain

17) Wash water pumps with 100% standby

18) Air blowers capable of delivering 600 LPM per

square metre of free air of filter area at 0.4

Kg/sqcm at the under drains (100%standby)

19) Pure water sump capacity equal to 1 hour

pumping capacity

20) Pure water pump house over the sump / by the

side of sump

21) Drainage arrangements

22) Alum store

23) Sanitary block with necessary water supply and

drainage arrangement and internal WBM roads

24) These rates are applicable for seismic zones 2,3

and 4

25) Rates given below are inclusive of uplift pressure if

any and dewatering during the entire work

26) All RCC structures shall be constructed in M-250.

Structures in contact with water shall be in M-300.

27) Unconventoinal Treatment Plants less than 1 MLD

capacity shall not be constructed.

Note: Conditions from Sr. No. 1 to 27 shall form a part

and parcel of the tender and must be included in

draft tender papers for the work of unconventional

treatment plants.

UnconventionalWaterTreatmentPlant LABOUR

S.No. Capacity in Mld Unit Rate in

Lakhs

Rate in

Lakhs

1 Fixed cost for 1 MLD Job 53.00 21.40

2 Add for capacity above 1 MLD upto 2 MLD MLD 24.00 9.50

3 Cost of 2 MLD Treatment Plant Job 77.00 30.90



6 Add for capacity above 5 MLD MLD 14.00 5.70




2012-2013

Rate in Rs.

2013-2014

2 Designing (aesthetically), providing and

constructing and commissioning Conventionl Water

Treatment Plant consisting of all Civil, works

including cost of Providing and applying Epoxy

paint to inside surface of water retaining structures

in contact with chlorine and providing anti -

termite treatment to entire structure below Ground

level, Mechanical and Electrical components of

variours sub-works as given below : including

necessary hydraculic testing, structural testing

equipment testing, trial run for a period of 3

months, etc. complete as directed by Engineer-in-

charge (turn-key job).

1) Aeration Fountain

Plan area not less than 0.625 square metre per

MLD

2) Ventury Flume

With necessary devices, consisting of simple

mechanical indicator. ( Pedestal type gauge)

3) Flash Mixer

Rapid mixing device, detention time 60 seconds to

give velocity gradient 300 to 400 sec-1 vane mixer

type confirming to I.S. 7090 of 1985.

4) Flocculator

Confirming to I.S. 7208 of 1974 (Type-C) with

detention period of 30 minutes.

5) Clarifier

Horizontal flow circular tank, detention period 2-5

hours, overflow rate 30 cubic metre per square

metre per day (to be specified), Weir loading not

more than 300 cubic metre per metre per day, with

mechanical sludge scraper conforming to I.S. No.

10313 -1982 with necessary inlet arrangements.

6) Rapid Sand Filters and Filter House

Filter designed for filteration rate of 5,000 liters per

square metre per hour, minimum 2 beds for plant

upto 10 MLD, for larger plants as specified, filters



2012-2013

Rate in Rs.

2013-2014

to be located in filter house with roof slab, pipe

gallery and platform minimum 5.5 metre in width

with constant rate filtration or declining rate

filtration.

a) Filter Sand

Effective size 0.45 to 0.70 mm, uniformity

coefficient not more than 1.7, nor less than 1.3,

depth of water over sand 0.75 M, free board 50 cm,

gravel 0.45 M in depth, sand and gravel confirming

to I.S. 849 (i)-77, back wash by air wash, standard

appurtenances

b)Wash Water Tank

Capacity to be specified and suitable to supply

water to wash specified number of filter beds at a

time 12 minutes @ 600 lit/sqm/min. under a head

of 12 m at under drain.

c)Wash Water Pumps

Capacity to fill water tank in 1 hour with 100 %

standby.

d)Air Blowers

Capable of delivering 600 LMP per square metre of

free air, of filter area at 0.4 kg/square cm at the

underdrains (100% stand by) for period of 5 min.

7) Chemical House in Two Storeys

a)Ground floor to accommodate 7 days alum

requirement and sundry storage (Minimum 4 m

height)

b)First floor to accommodate alum and lime tanks.

chain pulley block etc. (min. 5 m height)

c) Solution tanks

Minimum 3 tanks (one for preparation. second for

dosing and third as standby), each tank capable of

giving 8 hours maximum dose without interruption,

minimum free board 0.30 M, trays for dissolving,

level indicator, mechanical agitation devices,

solution feed and drain lines, solution feed device

(constant head device,strength of solution upto

10% only) conforming to I.S. 9222 part-I/1979.



2012-2013

Rate in Rs.

2013-2014

8) Pure Water Sump and Pump House

a) Capacity of sump

One hour of designed flow.

b) Pump House

Pump house of required size over the sump or by

the side.

9) Store House

Suitable for alum storage of three months and 7

days temporary storage, 7 days TCL requirement in

mansoon with 20 % extra capacity for other sundry

articles.

10) Vacuum feed type chlorinators - make to be

approved by MJP.

a) Confirming to I.S. 10533 - A Part-II 1983.

b) Rate of withdrawal.

Temperature Kg.of Chlorine discharge per day

Degree “C”

45 67 Tonners

10 6.35 9.50 110

15 10.75 16.10 130

20 14.50 21.24 254

27 & above 18.70 28.12 315

c) Chlorinator equipment and container room: to

confirm to I.S. 10553 Part - I 1983.

d) 100% Standbye shall be provided

11) By pass arrangements - C.I. pipes.

i) By passing all units of T.P.

ii) By passing flash mixer, clariflocculator.

iii) By passing flash mixer, clariflocculator & filter

units

12) Disposal of waste from WTP : Safe disposal

arrangement to nearby nalla including cost of pipe

13) For WTP of capacity 30 mld and more additional

arrangement for backwash water recycle shall be

provided, including sump, pumping machinary,

rising main etc. complete.

Cylinders



2012-2013

Rate in Rs.

2013-2014

14) Drainage arrangements To decant all units of WTP

with CI pipes upto boundary of each unit and

further extension with RCC pipes to nearby nalla.

15) Electrical installation.

Both internal and external including entire plant

area.

16) Laboratory equipment.

As per requirement (to be specified during

tendering.)

17) Sanitary blocks.

Carpet area-15 square metre minimum upto 25 Mld

and 25 square metre above 25 Mld.

18) Administrative block and internal road.

To accommodate office room. chlorine room,

laboratory room, panel board room, blower room

etc. and WBM road to connect all units from main

gate of plot.

19) Rates given below are inclusive of uplift pressure

if any and dewatering during entire work.

20) Disposal of waste from WTP: Safe disposal

arrangement to nearby nalla including cost of

pipes.

21) For WTP of capacity 30 mld and more additional

arrangement for backwash water recycle shall be

provided, including sump, pumping machinary,

rising main etc. complete.

22) All pipes conduits channel with 20% overloading.

23) These rates are applicable for seismic zones-2,3

and 4.

24) All RCC structures shall be constructed in M-300.

25) All pipes and conduits channel with 20%

overloading capacity.

Note: Conditions from Sr. No. 1 to 19 shall form a part

and parcel of the tender and must be incorporated

in draft tender papers of conventional treatment

plants.



2012-2013

Rate in Rs.

2013-2014

Rates for Conventional Treatment Plants (proposed) LABOUR


Lakhs

Rate in

Lakhs

1 Upto 5 MLD MLD 33.00 13.3










11 Add for capacity above 100 MLD MLD 9.50 3.8

3 Designing (aesthetically), providing, fabricating,

Package Water Treatment Plant. At the shop,

transporting to site, installing, testing and

commissioning at the site, giving necessary one

month’s free test and trial run with guarantee for

one year, etc. complete.

Prefabricated Package Water Treatment Plant

comprising following

1 Rapid mixing channel in M.S. sheets and M. S.

baffle.

2 Flocculator not less than 10 minutes detention, in

M.S. prefabricated box, flocculation being achived

either by glass pebbles of graded size or PVC

tetrapod or equivalent arrangement to ensure good

flocformation.



2012-2013

Rate in Rs.

2013-2014

3 Plate or tube settlers of not less than 30 minutes

detention, in M.S. prefabricated box, plates / tubes

mounted in the settler basin with inclination of not

less than 60 degree to horizontal.

4 Rapid sand gravity filter in M. S. prefabricated

box with filter sand not less than 500 mm thick,

supported on false floor below with polypropylene

nozzles spaced at not more than 500 mm centres

in either direction

5 Backwashing, inlet facilities only shall be

provided. Department shall provide either ESR

giving 8 to 10 M head at filter nozzles or backwash

pump, having flow rate of 0.6 Cum per minute per

square metre of filter bed. (Limit upto 5.0 M. from

W.T.P. face)

6 All civil works for foundation, consisting of raised

RCC platform above G.L. or walls in B.B. masonry

or UCR masonry shall be provided as per needs at

site.

7 Bypass in the form of pipes or M.S. channels

included in the design, effecting bypass of such

new tank and filter individually or both. (Limit upto

5.0 M. from W.T.P. face)

8 The entire M.S. fabricated tank provided with FRP

lining (5 mm thick) to inside face in contact with

water epoxy painting- two coats with one coat of

primer on outside. The thickness of plates

employed shall not be less than 6 mm

9 Alum dosing and mixing arrangements to be

provided in twin tanks, each of 8 hours capacity,

capable of importing does of 20 ppm with 5%

solution. The alum tanks provided with a dose in

steps of 5 ppm and entire unit mounted on the top

of flocculator / settler box, in the form of

prefabricated structure, with access platform and

ladder. Alum boxes with FRP lining (5 mm thick)

inside and epoxy paint two coats with one coat of

primer on outside.



2012-2013

Rate in Rs.

2013-2014

10 Both flocculator and settling basins provided

with hopper bottom with slope not less than 45

degrees to the horizontal drain pipes and valves

provided to both flocculator and settling basin.

11 Flow ratings to conform following parameters :

a) Velocities in channels not to exceed 0.6 M./Second.

b) Velocities in filter outlet pipes and valves not to

exceed 1 M./Second.

c) Velocities in interconnecting pipe and controls not

to exceed 1M./Second.

d) Backwash with air : Not required.

e) Backwash with water : Not less than 0.6 M./ Sqm.

of filter bed area in filter box.

12 Free board for all units not less than 300 mm

13 Rates as above include all taxes, octroi and duties

which would be specific to the site locations.

Rates for Package Water Treatment Plant LABOUR


Lakhs

Rate in

Lakhs

1 21 Cum / Hr. (0.50 MLD) Each 27.40 11.10

2 34 Cum / Hr. (0.80 MLD) Each 33.70 13.50

3 42 Cum / Hr. (1.00 MLD) Each 37.80 15.10

4 63 Cum / Hr. (1.50 MLD) Each 47.40 19.00

5 83 Cum / Hr. (2.00 MLD) Each 56.20 22.50

6 125 Cum / Hr. (3.00 MLD) Each 72.40 28.90

Note : Depending upon the capacity required for the scheme,one of the above capacity

should be choiced.



2012-2013

Rate in Rs.

2013-2014

SEWAGE TREATMENT PLANT (STP )

A) Designing (aesthetically), providing, and

constructing and giving satisfactory trials of

modernised Sewage Treatment Plant consisting of

receiving chamber, screen chamber, grit chamber,

measuring flume, distribution chamber with

primary and secondary treatment, etc. as detailed

below, administration block of suitable size

including allied units for waste disposal with all

civil and mechanical works involved, etc. complete

(Turn key job).

A) Primary and Secondary Treatment (Extended

Aeration Process)

LABOUR

S.No. Capacity of Plant Unit Rate in

Lakhs

Rate in

Lakhs

1) 1. Upto 10 MLD MLD 48.00 19.00

2) 2. Cost of 10 MLD Plant Job 475.00 190.10

3) 3. Add for capacity above 10 MLD upto 20 MLD MLD 42.00 16.60


5) 5. Add for capacity above 20 MLD MLD 36.00 14.30


7) 7. Add for capacity above 50 MLD MLD 30.00 11.90


B) Designing (Aesthetically) Providing and

constructing, hydraulic testing commissioning and

giving satisfactory trials of modernised sewage

treatment plant consisting of inlet chamber,

screen chamber, Detritus tanks, Parshall flume,

primary settling tanks, Aeration tanks, Secondary

settling tanks, Sludge Sump and Pump House

,Sludge Thickner, Primary digester , Secondary

digester, SST Sump and Pump house, Chlorine

contact tank, Chlorinators, Chlorinator room, sump

cum blending tank, PST sludge sump cum blending

tank,Pump house, Sludge Centrifuge, gas holder,

necessary piping work with required valves, gates,

drains, pathways, Administrative Building cum

Laboratory, Laboratory equipments, tools and

plants, Spare parts etc. complete as turnkey job

with all involved civil electrical and



2012-2013

Rate in Rs.

2013-2014

mechanical works inclusive of following items,

units as per detailed specification for civil,

Electrical and Mechanical Components with all

duties and taxes etc.complete.

1 Inlet Chamber:

Designing, providing and constructing R.C.C.

(M:250) Inlet chamber designed for the peak flow 2

DWF including necessary excavation in all types of

strata including walkway around the periphery.

Each compartment will have phosper bronze, steel

gate with extension rod, head stock, opreating

wheel, G.I. Pipe railing etc. The work includes

providing and making necessary arrangements to

connect the flow to screen chamber by approach

channel as directed and as per specifications.

2 Screen Chambers:

Designing, providing and constructing and testing

commissioning screen chamber, designed for

average 1DWF & maximum 2 DWF in RCC (M-250),

including inlet pipe/Channel from inlet chamber

outlet, pipe/channel to detritus tank, free board of

0.50 m minimum, RCC walkway 1.2M wide with

G.I. Pipe railing. RCC stair case of 1.2 m width

from G.L. to screen chamber.

3 Detritus Tank :

Designing, providing and constructing continuously

grit removal type of Detritus Tank, mechanically

operated in RCC (M-250) capable of removing 100%

0.20mm size particle and above, having specific

gravity 2.30, designed for one peak 2 DWF with

suitable arrangement of separation of grit from

putrescible solids including providing and making

necessary arrangement of JB-1. inlet and outlet

channels of required sizes as may be required to

connect the flow to parshall flume etc. complete

including hydraulic testing for water tightness of

the structure having minimum free board of 0.30

m, washout arrangement to grit chamber and

platform 1.20m wide RCC walkway with G.I. pipe

hand railing shall be provided. A pit for collecting

grit conveyed by conveyor shall be provided It

should be suitable to handle the grit for carting. All

arrangments shall be as per detailed spaecifications

and as directed.



2012-2013

Rate in Rs.

2013-2014

4 Parshall Flume:

Designing, Providing and constructing Parshall

Flume Channel in RCC(M:250) for

5 measuring quantity of sewage received at the

treatment works, max flow of 2 DWF and minimum

flow of 1/2 DWF including providing and making

necessary arrangment of approch channel as may

be required to connect the flow having minimum

velocity of 0.3m per second to Distribution Box (DB-

1) The unit shall be provided with walkway & RCC

staircase having width of 1.20 m each etc.

complete, including hydraulic testing for water

tightness of the civil structure having free board of

0.6 m including electrically operated, flow

indicating and flow integrating devices having a

standby of float operated ROF meter. All

arrangments as per specifications.

Primary Settling Tanks With Equipments :

Designing, providing, constructing and hydraulic

testing in RCC (M-250) water tight Primary Settling

Tanks of 1 DWF capaicty with feed chamber sludge

and effluent chamber, base adequately supported

providing 1.20m wide clear peripherial and

appraoch walkway interconnecting C.I. double

flanged pipes from feed chamber of the clarifier

distribution well grouting wherever necessary,

including foundation etc. as per speicifications

water depth at outer side shall be minimum 3.0

meters, weir loading shall not be greater than 125

cum DMF for average flow Bottom slope shall be

1:12

The floor of clarifier shall have 40 mm thick (min.)

screed course of cement grout of mix in C.M. 1:2

Detention period shall be 2.25 hrs. dispersion box

and stiffened weir plate made of mild steel plate not

less than 8 mm thick, aniticorrosive epoxy paint on

both faces shall be provided Minimum free board of

0.50 m. be provided it includes inlet pipe from

distribution chamber, central shaft inlet baffle

outlet chamber, Scum remover, skimming device,

scum chamber, connecting channel from PST outlet

chamber to DB-2 as per detailed specifications.



2012-2013

Rate in Rs.

2013-2014

6 Aeration Tank (AT) :

Designing, providing and constructing in RCC mix

(M-250) Aeration Tank in compartments to handle

combined flow of 1 DWF, incoming flow and

recirculation flow including construction of inlet,

outlet and distrbution chamber DB-3 and providing

1.20m wide clear peripherial and approach walk

ways, expansion joints wherever necessary,

including foundation etc. as per specifications.

Peak factor shall be 2, F/M ratio shall be 0.40, low

speed aerator speed between 20 to 100 RPM

recirculation flow @ 50% and free board 0.60 m

Depth, (SWD) 3.50 m minimum D.O. level at A.T. 2

Mg/Lit, MLVSS concentration shall be 2500 Mg/Lit

and MLVSS concentration shall be 2000 Mg/Lit,

HRT shall be 4 to 6 hours and STR 6-8 days. It

should have compartents for washing, oxygen

transfer capacity of mechanical aerator shall not be

less than 1.5 Kg/KWH, BOD of effluent 20 mg/lit

with input to aerator 0.15 to 0.30 Kwh/1000 Cum

of Aeratoin tank. All related works shall be as per

detailed specifications.

7 Secondary Settling Tanks with equipments :

Designing, providing & constructing in RCC

(M:250) water tight secondary settling tank having

detention period 2 hours and SWD shall be 4.20

meter. The effluent BOD & SS from the secondary

clarrifier shall not be more then 20 Mg/lit and 30

mg/lit respectively. It should be hydraulically

tested, bottom floor slope of 1:12 and free board of

0.60 m minimum Dispersion box shall be made of

Mild Steel plate not less then 8 mm thick with

anticorrosive epoxy paint from both faces and well

stiffened The sewage admitted at the centre flowing

upward and outwards towards periphery be slowly

and continuously collected towards a convenient

discharge point near centre by a rotating wheel

arm. The Clarifier will be completed with end drive

half rotating bridge, structural steel rake, over flow

weir, walkway diffuser, over load alarms, having

push bottons, starters for the clarifier, walkway

and the suitable sludge withdrawing arrangement

with flush valve capable of withdrawing moisture

content not more then 97% to 98%, slote.oil and

Grease < 10 ppm recyclable qaulity of water for

industrial / agricultural



2012-2013

Rate in Rs.

2013-2014

rotating sludge scrapper mechanism fitted with

squeezes including providing and making necessary

arrangement to connect the flow to outlet chamber

(DB-4) then the gravity mains for final diaposal and

as per detailed specifications and obligatory

provision. All other arrangements shall be as per

detailed specifications.

8 Sludge Thickner with equipments:

Designing providing and constructing water tight of

Sludge Thickner (Gravity type) including foundation

in RCC (M-250) with inlet and outlet chamber

influent well, inlet and outlet pipes, with sludge pit

and sludge removal arrangment, grouting wherever

necessary with walkway all around of 1.20 m width

G.I. pipe railing interconnecting CI pipes all

complete as per specifications Detention time 24

hours. SWD shall be 4.25 metre with necessary

fixed bridge scraper arrangment as per detailed

speicifications and necessary inlet and outlet

arrangement. All other arrangement as per detailed

specifications.

9 Primary Digester with mixer equipment (Fixed

Cover)

Designing, providing and constructing unit of water

tight and gas tight Primary Digester suitable for 1

DWF plant and complete with pipe gallery,

building, staircase for access from dome of digester

into inside staircase, walkways at springing levels

etc. walls and base slab being in RCC M:250,

domes in stucutural concrete including providing

burners and civil works for gas collection, grouting

wherever necessary etc. complete as per

specifications. It should be designed for min 90 C

and max. 450C. and minimum detention time of 30

days, water depth shall not be more then 8.5m free

board shall be 0.6m with inlet and outlet

arrangement of C.I. flanged pipes including giving

hydraulic testing and air tightness testing. The item

includes providing works for collecting Gas and Gas

burner as per specification.

10 Secondary Digester with equipment (Fixed cover)

Designing, providing and constructing including

foudation unit of watertight and gastight Secondary

Digester to deal with 1 DWF complete



2012-2013

Rate in Rs.

2013-2014

with pipe gallery, building, staircase for access from

dome of digester into inside, staircase to walkways

at springing levels etc., Walls and base slab and

domes being in RCC M:250, providing arrangement

for digested sludge from digesters to centrifuge,

providing burners and civil works for gas collection

grouting wherever necessary etc. complete. as per

specifications and obligatory provision All other

arrangements as per detailed specifications.

11 S.S.T. Sump & Pump House with recirculation

Pumps and Sludge Pumps to Digester:

Designing, providing & constructing Sump & Pump

house of requisite capacity with ceiling height not

less then 6.M., Sludge stream for recirculation to

aeration tank & excess sludge to SCBT, including

C.I. Piping to carry this flow to sump as per

detailed specification & as directed by Engineer-in-

charge.

12 Chlorine Contact Tank :

Designing, providing and constructing Chlorine

Contact chamber of adequate capacity to deal with

1 DWF. Average flow. The chlorine contact tank

should be of 30 minutes capacity during average

flow to achieve 99.99% coliform reduction. Chlorine

dose shall be maintained as per standard

provisions including provisions including designing,

providing and constructing water supply

arrangment for chlorination, including providing

dewatering and by-pass arrangements jointing to

final effluent main and outlet weir etc complete.

The effluent quality should match with the

standards laid down by Maharashtra Water

pollution Control Board and as per the obligatary

provision and detailed specifications and as

directed by Engineer-in- charge.

13 Chlorinator and chlorinator Room/Tonner

Room.

Designing, providing and constructing chlorinators

vaccum type 2 Nos each having capacity of 10

Kg/Hr as per obligatory provisions and detailed

sprcifications with necessary provision of

chlorinator room having floor area not less then 30

Sqmt including automatic residual chiorine



2012-2013

Rate in Rs.

2013-2014

controller with actuator and residual chlorine

analyser including cost of chlorine cylinder, piping,

valves, measuring and controlling equipments,

safty devices, lifting equipments, etc. complete as

per I.S - 10553 (Part-II) 1982.The tonner room

should have 3 MT capacity crane for loading and

unloading facility. Tonner storage should distincitly

isolated and should be for minumum 10 Tonners

space and arrangements as per gas laws 1981 and

factory act shall be provided. and all other

matching amenities be provided, 5 MT gantry shall

be provded for full length of Tonner room at 6 m

height from floor level, with /outlet chember and

treated effluet outlet channel etc. complete as per

detailed specicifications.

14 Sump cum Blending Tank (SCBT)

Designing providing and constructing sump cum

blending tank of appropiate size and detention time

with free board of 0.60 m. The slope of floor 1:4

with suction pit at the centre as per detailed

specicfications and obligatory requirements.

15 P.S.T. Sump Cum Blending Tank, Pump House

with recirculation pumps:

Designing providing and constructing pump house

of appropriate size with pumps, ceiling height

minimum 6m over the circular sump for

discharging the sludge to thickner and recycling of

flow for blending with C.I. piping etc. complete as

per detailed specifications.

16 Sludge Centrifuge Room with Centrifuges.:

Designing, providing constructing and installing

including foundation etc. Sludge Centrifuge to

handle the sludge flow of one day in one hour per

unit with sludge dewatering unit drain etc.

Complete as per specifications. sludge centrifuge

with all necessary arrangements as per detailed

specifications mentioned in Volume -II and Volume -

III of tender and obligatory provisions, be provided

with satisfactory functioning.

17 Gas Holder:

Designing, providing and constructing gas holder

having gas collection system, gas flow meter and

gas burner with floating dome arrangement and



2012-2013

Rate in Rs.

2013-2014

storage time 6 hrs. to be constructed in M-250

having appropriate diameter as per detailed

specifications and obligatory provisions. The

floating dome shall be of 8mm thick M.S. Plate

minimum and shall be provided with two coats of

anticorrosive epoxy coating from both faces.

18 Outfall Sewer :

Designing providing and constructing appropriate

Outfall Sewer of R.C.C. NP-2 pipe, to discharge

treated effluent, untreated effluent form outlet

chamber (after secondery clarifier) to the local

nallah at a point shown on the drawing including

necessary chambers for inspection / cleaning

including necessary excavation dewatering,

refilling, concrete encasing/bedding concrete steps

to reach the nallah bed level. pitching and energy

dissipation chamber in the nallah portion etc.

complete.

19 Piping work in C.I.-LA Class including Sluice

Valve, Reflux Valve, M. S. Gate.

Providing laying and jointing pipes other than those

already included in the above items for

interconnection by-pass drains etc. of all units

including adequate numbers of manhole chambers.

The item includes excavations, refilling and

hydraullic testing of pipes,valves , gates

,accessiories and cost of jointing materials The item

includes required channels with gates for

interconnection of units by pass drains etc. for all

units and as directed etc. complete as per detailed

specifications.

20 Administrative Building Cum Laboratory (G+1)

Designing providing and constructing

Adminisrative Building, Office Cum Laboratory

including stores. This shall be a building having

appropriate Carpet area at ground floor and at first

floor complete as per specifications including

necessary excavation, foundation in RCC M-200

framed structure B. B. masonry (II-Class in C. M.

1:6) 20 mm cement plaster in C. M. 1:3 inside and

outside painting. Alluminum door and window with

glass pannels, mosaic tile flooring and



2012-2013

Rate in Rs.

2013-2014

skirting and all other allied items, fixtures fastening

electrification arrangement water supply

arrangment etc. complete. The building will have

laboratory on upper floor of administrative building

and should be so centralised that it should not be

attached with any unit but should have complete

control of every unit as per Laboratory Equipment,

beautification, telephone and intercom

arrangement and Wireless system etc. complete

21 Primary and secondary treatment-with

digesters, sludge drying beds etc. complete.LABOUR

S.No. Capacity of Plant Unit Rate in

Lakhs

Rate in

Lakhs

1 Upto 10 MLD MLD 57 22.80

2 Cost of 10 MLD Plant Job 570 228.10

3 Add for capacity above 10 MLD upto 20 MLD MLD 50 20.00


5 Add for capacity above 20 MLD MLD 43 17.10


7 Add for capacity above 50 MLD MLD 36 14.30


5 Moving Media Bio Reactor (MMBR) / FAB

(Fluidised Aerated Bed) Process

Designing, providing, construction, hydraulic

testing, commissioning and giving satisfactorily

trials of STP consisting of Inlet Chamber, screen

chamber, Grit Separator, MMBR / FAB (Based on

technologies providing attached growth on plastic

meddi kept suspended in the waste water due to

low density of plastic & provided with compressed

air for aeration with very high MLSS of greater than

15,000 mg/lit.) tank, Secondary Clari settler,

Sludge sump, Sludge Thickener, Chlorine Contact

Tank, Chlorinator room/Shed, sludge Centrifuge,

associated piping work with required valves,

gates, drains, pathways, Administration Block

cum Laboratory, Laboratory Equipments, spares

parts for 2 years of operation, etc. complete as

turnkey job with all involved civil, electrical



2012-2013

Rate in Rs.

2013-2014

and mechanical works inclusive of following items,

units as per detailed specifications for civil,

electrical and mechanical components with all

duties and taxes etc. complete to acheive BOD < 10

ppm, COD < 50 ppm, TSS < 10 ppm Ph between 7

to 8.5, oil and Grease < 10 ppm recyclable qaulity

of water for industrial / agricultural purpose

FOLLOWING UNITS ARE INCLUDED

1. Inlet Chamber

Designing, providing and constructing RCC (M:25)

inlet chamber designed for the peak flow including

necessary excavation in all types of strata including

walkway all around the periphery. Each

compartment will have CI gates with extension rod.

Head stock, operating wheels, GI pipe railing etc.

The work includes providing and making necessary

arrangements to connect the flow to screen

chamber by approach channel as directed and as

per specifications.

2. Screen Chamber

Designing, providing, constructing, testing and

commissioning of screen chamber, designed for

peak flow in RCC (M-25), including walkway 1.2 m

wide with GI pipe.

3. Grit Separator

Designing, providing & constructing detritor type

grit removal mechanism in RCC (M-25) capable of

removing 100% 0.2 mm size particle & above

having specific gravity 2.30 designed for peak flow

with suitable arrangement of separation of grit from

putrescible solids including providing & making

necessary arrangements of Jb-1. Inlet & outlet

channels of required sizes as make be required to

connect the flow to connecting unit etc. complete

including hydraulic testing for water tightness of

structure having minimum FB of 0.3 m, wash out

arrangement to grit chamber & platform 1.2 m wide

RCC walkway with GI pipe handling shall be

provided. A pit for collecting grit conveyed by

conveyor shall be provided.



2012-2013

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2013-2014

It should be suitable to handle the grit for carting.

All arrangements shall be as detailed specifications

and as directed.

4. MMBR / FAB Tank

Designing, providing & constructing in RCC (M-25)

biological reactor tank for removal of BOD along

with nutrient removal to handle the average flow &

having hydraulics suitable to handle peak flow

conditions with suitable 1.2 m wide walk way,

expansion joints as required, including foundation

etc as per specifications. The tank shall be

equipped with inlet & outlet arrangement, air

blowers for supply of air, coarse bubble diffusers &

aeration grid in SS 304, PP carrier bio media etc.

FB of 0.5 m & SWD as required should be complete

as per detailed specifications.

5. Secondary Clarisettler

Designing, providing & constructing in RCC (M-25)

water tight secondary clarisettler having SWD of

3.75 m + 0.5 m FB & has tube media in the

clarification zone to provide additional surface area

for settling. The settler shall be provided with a

scraper mechanism in MS with epoxy painting for

collecting the settled solids at the bottom (bottom

slope 1:12). The central feed well shall be made of

MS with epoxy painting from both faces & well

stiffened. The sewage will be admitted in the feed

well & then will move outwards towards periphery

slowly & continuously over a weir & will be

collected in a launder.

6. Chlorine Contact Tank

Designing, providing & constructing chlorine

contact tank of adequate capacity to deal with

average flow. The contact time provided is 30 mm

to achieve 99.99 % reduction in coliform during

average flow condition. Chlorine dosage will be as

per standard provisions including designing,

providing & constructing water supply provisi9n for

chlorination, including providing dewatering &



2012-2013

Rate in Rs.

2013-2014

by pass arrangement for joining to final effluent

mains & outlet weir etc complete. The effluent

quality should match with the standards laid down

by Maharashtra Pollution Control Boars & as per

obligatory provision & as detailed specification & as

directed by engineer in charge.

7. Chlorinator & Chlorinator Room / Tonner

Room

Designing, providing & constructing vacuum type

chlorinators having adequate capacity for dosage of

adequate chlorine to ensure 99.99% coliform

reduction as per obligatory provisions detailed

specifications with necessary provision of having

chlorinator room of adequate size. The chlorinator

equipment shall include chlorine cylinders I

tonners, piping, valves, measuring controlling

equipments, safety devises, lifting equipment etc.

complete as per IS 10553 (Part II) 1982. The tonner

room should have mm 3 MT capacity crane for

loading & unloading facility. Tonner storage should

be distinctly isolated and should have min. storage

space as per the detailed specifications & as per gas

law 1981 & factory act shall be provided. All other

matching amenities shall be provided, 5 MT gantry

rail shall be provided for full length of tonner room

a 6 m Ht from level of tonner room with outlet.

8. Sludge Sump

Designing, providing & constructing of sludge sump

and pump for discharging sludge to sludge

thickener using MS pipe complete as per detailed

specification.

9. SIudge Thickener

Designing, providing & constructing water tight of

sludge thickener - gravity type in RCC (M-25) with

inlet & outlet pipes, central feed well, sludge it &

sludge removal arrangement, grouting wherever

necessary with walkway all around of 1.20 m with

GI pipe railing interconnecting CI pipes all complete

as per specifications, having bottom slope 1:8 & 3

m SWD with necessary fixed bridge scraper



2012-2013

Rate in Rs.

2013-2014

arrangement as per detailed specifications &

necessary inlet & outlet arrangement. All other

arrangement as per detailed specifications.

10. Sludge Centrifuge Platform with Centrifuge

Designing, providing, constructing & installing

including foundation etc. Sludge centrifuge to

handle the sludge flow of 1 day in 18 hrs per unit

with sludge dewatering unit drain etc complete is

per specification. Sludge centrifuge with necessary

arrangements as per detailed specification

mentioned in tender and obligatory provisions to be

provided with satisfactory functioning.

11. Outfall sewer

Designing, providing, constructing appropriate

outfall sewer of RCC NP2 pipe to discharge treated

effluent, untreated effluent from outlet chamber

(after basin / chlorination tank) to the local Nallah

at the point shown on the drawing including

necessary chambers for inspection & cleaning

including excavation, dewatering, refilling, concrete

encasing I bedding concrete.

12. Pining work in CI- LA class including sluice

valves, reflux valves, MS Gates

Providing, laying & jointing pipes other than hose


interconnection by pass drains etc. of all units


The item includes excavations, refilling & hydraulic

testing of pipes, valves, gates, accessories & cost of

jointing materials. The item includes required

channels with gates or interconnection of units, by

pass drains etc. for ill units as directed etc

complete as per detailed specifications.

13. Administrative Building cum Laboratory

(G+1)

Designing, providing & constructing administrative

building, office cum laboratory including stores.

This shall be building having appropriate carpet



2012-2013

Rate in Rs.

2013-2014

area & ground floor & at first floor complete as per

specifications including necessary excavation,

foundation in RCC M 20 framed structure, BB

masonry (II class in CM 1:6) 20 mm cement plaster

in CM 1:3 inside & outside painting, aluminum

door & window with glass panels, mosaic tile

flooring & skirting & all other allied items, fixtures,

fastening, electrification arrangement, water supply

arrangement etc complete. The building will have


& should have complete control of every unit as per

laboratory equipment, beautification, telephone &

intercom arrangement & wireless system etc.

complete.

Capacity of Plant Area Required Rate in lakh

01 0450 MLD 130.84

03 0650 MLD 77.04

05 1000 MLD 66.41

08 1500 MLD 60.31

10 1800 MLD 58.97

13 2300 MLD 53.36

15 2650 MLD 48.53

18 3250 MLD 47.89

20 3500 MLD 46.24

25 4350 MLD 44.47

NOTES

1 Screen chamber & grit separator up to 5 MLD

Capacity are manual type.

2 Up to 5 MLD Capacity STP chlorination is done

by using sodium hypochlorite solution. Above 5

MLD capacity gas chlorinator is provided.

3 Sludge thickener is not provided up to 3 MLD

capacity STP. Sludge will be collected into sludge

sump & pumped directly to sludge dewatering

system

4 For all STP sludge dewatering is using solid bowl

centrifuge.



2012-2013

Rate in Rs.

2013-2014

5 Chlorinator room not provided for STP up to 3

MLD. For STP up to 3 MLD laboratory I

administration building is not provided. Only a

room for operator is provided.

6 Boundary wall, fencing, gate, storm water drains,

site clearance is not considered in scope.

7 All water retaining structures are in M 25 grade

of concrete.

8 Water table is considered 5 m below GL for

design.

9 Soil bearing capacity is considered as 20 TIm2 at

1.5 m below GL.

10 Lead for excavation is considered as 0.5 km.

11 Grade of cement used is OPC 43 grade.

12 Grade of steel used is Fe 415.

13 Peak factor considered for design for plants up

to 3 MLD is 3, 4 to 15 MLD is 2.5,16 to 20 MLD is

2.0.

14 Chemicals required during trial run &

commissioning is not considered.

15 Water & power during construction, trial run &

commissioning shall be provided by client.

16 Power available at STP location is assumed as

LT power supply.

IV MAKES OF EQUIPMENT

S.No. Description Make

1 Centrifugal Pumps Kirloskar /

Jhonson /Kishor

/ Eqv.

2 Screw Pumps Roto/Tushaco/Eqv.

3 Air Blower Usha/Swam/Kay/

Kulkarni / Eqv.

4 Dosing Pumps Milton Roy/VK

Pumps/Positive/

Minimax / Eqv.

5 Agitators/ Pavan/Fibre&Fibre

Flocculators / Ceecons

6 Clarifier/Thickener Mechanism To be



2012-2013

Rate in Rs.

2013-2014

fabricated as per

MJP approved

design / make

7 Screens To be fabricated as

per MJP approved

design / make

8 Grit Separator To be fabricated as

per MJP approved

design / make

9 Chlorinator Toshcon Jesco /

Banaco/Perfect

Chloro/Chlorocon-

trol/Metito/Eqv.

10 Chlorine Tonner Meenakshi / Eqv.

11 Solid Bowl Cent- Alfa Laval/Humbolt

rifuge /Wedag/Hiller/Eqv.

12 Motors Crompton/Siemens

/Lakshmi

13 Cables Finolex/ Polycab

14 MS pipes Mahalakshmi

Seamless/ Mahara-

shtra Seamless/

Suryaroshni/Jindal

/Eqv.

15 CI Pipes Truform/Electrosteel

/Kejriwal/Eqv.

16 Valves Intervalve/BDK/

Procon/Tyco/AV

valves/Eqv.

17 Clarisettler Media Cooldeck/

Munters

18 Bio Reactor As per MJP approved

Carrier Media design /make



2012-2013

Rate in Rs.

2013-2014

6 CYCLIC ACTIVATED SLUDGE PROCESS

Designing , providing, constructing, hydraulic

testing, commissioning and giving satisfactory

trials of Syaclic Activeted Flushe Procesess Based

on SBR Technology STP consisting of Inlet

Chamber, Screen Chamber, Detritus Tanks,

Distribution Chamber and Biological CASP Basins,

Sludge Sump, Chlorine Contact Tank, Chlorinator

Room/Shed, Sludge Centrifuge necessary piping

work with required valves, gates, drains, pathways

administration Block cum Laboratory, Laboratory

Equipments, Tools and Plants, Spare Parts, etc.

complete as turnkey job with all involved civil,

electrical and mechanical works inclusive of

following items, units as per detailed specification

for civil, electrical and mechanical components with

all duties and taxes etc. complete to achieve BOD <

5 ppm, COD < 100 ppm, TSS < 10 ppm, to get

recyclable quality of water for industrial /

agricultural purposes. (In Case Cyclic activated

sludge plant is designed for N, P outlet parameters

shall also include TN < 10 ppm, Nh3N < 2 ppm and

TP < 1 ppm)

UNITS INCLUDED

1. Inlet Chamber

Designing, providing, and constructing RCC

(M:250) inlet chamber for the peak low of 2 DWF

including necessary excavation in all types of strata

including walkway all around the periphery. Each

compartment will have phosphor bronze steel gates

with extension rod, head stock, operating wheels.

GI pipe railing etc. The work includes providing and

making necessary arrangements to connect the

flow to screen chamber by approach channel as

directed and as per specifications.



2012-2013

Rate in Rs.

2013-2014

2. Screen Chamber

Designing, providing, constructing, testing and

commissioning of screen chamber, designed for

average 1 DWF and maximum peak flow of 2 DWF

in RCC (M -250), including inlet pipe / channel

from inlet chamber, outlet pipe channel to detritus

tank, free board of 0.5 m minimum, RCC walkway

1.2 m wide with GI pipe railing, RCC stair case of

1.2 m width from GL to screen chamber.

3. Detritus Tank

Designing, providing and constructing continuous

grit removal type of Detritus Tank, mechanically

operated in RCC (M 250) capable of removing

100% of 0.2 mm size particle and above, having

specific gravity 2.30 designed for one peak 2 DWF

with suitable arrangement of separation of grit from

putrescible solids. Inlet and outlet channels of

required sizes as may be required to connect the

flow to connecting unit etc. Complete including

hydraulic testing for water tightness of structure

having minimum FB of 0.3 m, wash out

arrangement to Grit chamber and platform 1.2 m

wide RCC walkway with GI pipe handling shall be

provided. A pit for collecting grit conveyed by

conveyor shall be provided. It should be suitable to

handle the grit for carting. All arrangements shall

be as detailed specifications and as directed.

4. CASP Basins

Designing, providing and constructing in RCC

(M:250), CASP basins for biological removal of BOD

along with nitrification, denitrification, Bio-P

removal in compartments to handle combine flow of

1 DWF incoming flow and recirculation flow

including construction of selector compartments

and providing 1.2 m wide clear approach walkways,

expansion joints wherever necessary, including

foundations etc as per specifications. Peak factor

shall be 2, F/M ration shall be 0.15,



2012-2013

Rate in Rs.

2013-2014

complete with air blowers, fine diffused aeration

grid / equipment and FB 0.5 m and SWD as

required. DO level in basin to be minimum 2 mg/l

complete with “Oxygen Uptake Rate” control system

and all related instruments. Stainless steel

decanters and automation works. MLSS

concentrations shall be 2000-5500 mg/l or more,

MLVSS to MLSS ratio to be 0.8. HRT shall be

between 12 to 13 hrs and SRT suitable for fully

disgested sludge. It should have all other related

works as per detailed specification. In Case CASP is

designed to achieve N, P removal HRT

5. Chlorine Contact Tank

Designing providing and constructing chlorine

contact chamber of adequate capacity to deal with

1 DWF average flow. The chlorine contact tank

should be 30 min capacity, during average flow to

achieve 99.99% coliform reduction. Chlorine dose

shall be maintained as per standard provisions,

including designing, providing and constructing

water supply provision for chlorination including

providing dewatering and by pass arrangement

jointing to final effluent mains and outlet weir, etc

complete. The effluent quality should match with

the standards laid down by Maharashtra water

pollution control board and as per obligatory

provision and as detailed specification and as


6. Chlorinator and Chlorinator Room / Tonner

Room

Designing, providing and constructing chlorinators

vacuum type 2 Nos. with auto switchover facility

and having capacity for dosage of adequate chlorine

to ensure 99.99% coliform reduction as



2012-2013

Rate in Rs.

2013-2014

per obligatory provisions and detailed specifications

with necessary provision of having chlorinator room

of adequate size. The chlorinator equipment shall

include cost of chlorine cylinders / tonner piping,

valves, measuring and controlling equipments,

safety devices, lifting euipments, etc. complete as

per IS-10553 (part II) 1982. The tonner room

should have minimum 3 MTcapacity Hoist for

loading and unloading facility. Tonner storage

should be distinctly isolated and should be for

minimum storage space as directed in the design

specification and as per gas laws 1981 and factory

act shall be provided. All other matching amenities

shall be provided, 5 MT gantry rail shall be

provided for full length of tonner room at 6 m

height from level of tonner room, with outlet

chamber and treated effluent outlet channel etc.

complete.

7. Sludge Sump

Designing, providing and constructing of sludge

sump and pump house of appropriate size with

pumps, ceiling height minimum 6 m over sump for

discharging sludge to centrifuge using CI pipe

complete as per detailed specification.

8. Sludge Centrifuge Platform with Centrifuges

Designing, providing, constructing and installing

including foundation etc., sludge centrifuge to

handle the sludge flow of 1 day in 20 hours per

unit with sludge dewatering unit drain etc complete

as per specification. Sludge centrifuges with the

necessary arrangement, as per detailed

specification mentioned in tender and obligatory

provisions to be provided with satisfactory

functioning.

9. OutfaIl Sewer

Designing, providing and constructing appropriate

outfall sewer of RCC NP2 pipe, to discharge treated

effluent from outlet chamber after chlorination



2012-2013

Rate in Rs.

2013-2014

tank to the local Nallah at the point shown on the

drawing including necessary chamber for

inspection and cleaning including necessary

excavation, dewatering, refilling concrete encasing

/ bedding concrete steps to reach the nallah bed

level, pitching and energy dissipation chamber in

nallah portion etc. complete upto 50 m length RCC

NP2 pipe line and including all above items.

10. Piping work in CI-LA Class including Sluice

valves, Reflux Valves, MS gates

Providing laying and jointing pipes other than those


interconnection by - pass drains etc. of all units


The item includes excavations, refilling and

hydraulic testing of pipes, valves, gates, accessories

and cost of jointing materials. The items includes

required channels with gates for interconnection of

units by pass drains etc for all units as directed etc

complete as per detailed specifications.

11. Administrative Building cum Laboratory

(G+1)

Designing, providing and constructing

administrative building, office cum laboratory

including stores. This shall be a building having

appropriate carpet area and ground floor and at

first floor complete as per specifications including

necessary excavation, foundation in RCC M 200

framed structure B. B masonry (11- class in C.M.

1:6) 20 mm cement plaster in CM 1:3 inside and

outside painting. Aluminium door and window with

glass panels, mosaic tile flooring and skirting and

all other allied items, fixtures fastening

electrification arrangement water supply

arrangement etc complete. The building will have


and should be so centralized that it should not be

attached with any unit but should have complete

control of every unit



2012-2013

Rate in Rs.

2013-2014

as per laboratory euipment, beautification,

telephone and intercom arrangement and wireless

system.

Capacity of Area required No. of Rate in

the Plant in in Ha Basins Lakh

MLD

1 0.5 2 MLD 299.67

2 0.6 2 MLD 200.37

5 0.65 2 MLD 125.89

10 0.70 2 MLD 102.85

15 0.75 2 MLD 92.09

20 0.80 4 MLD 87.16

25 1.00 4 MLD 83.87

30 1.20 4 MLD 78.94

40 1.60 4 MLD 74.00

50 1.75 4 MLD 72.36

60 1.90 4 MLD 70.71

75 2.25 4 MLD 69.07

100 2.40 6 MLD 65.78

125 3.00 6 MLD 62.49

150 3.50 6 MLD 60.85

NOTES

a. These Rates are for Civil Works, in M25 grade RCC.

b. Water Table is considered at 5 m below ground level.

c. Soil bearing capacity considered as 20 T/m² at

1.5 m below ground level.

d. OPC has been considered for costing purposes.

e. All civil items, electrical, piping, valves, pumps,

motors, blowers, etc. are considered as per MJP

Schedule of Rates.

f. I. No.1,2 includes sludge drying beds instead of

sludge centrifuge and DWPE dosing system.g I. No.1,2,3 includes NaOCI Dosing System

instead of Gas Chlorination.

h. I. No.1,2,3 do not includes Lab and Lab Equipments.

i. O&M shall be added extra

j. No piling, dewatering, soil improvent, desilting

considered in the cost.

k. Site is cleared flat and levelled. No site

development works filling dewatering considered.



2012-2013

Rate in Rs.

2013-2014

l. Peak factor considered as 2.0 times average flow.

For every 25% increase in peak factor, 10% extra

cost shall be added over the above rates.

m. OPC TOR steel considered.

n. Treated water disposal upto 50 m considered.

o. N&P reduction not considered.

p. HT electrical works shall be added as per case

specific conditions.

q. Raw sewage pumping shall be added as per case

specific conditions.

r. In case TN<10 & TP<1 quality is required, above

rates shall be increased by 10%

s. Cost of I.No. 1 to 5 do not include HT station,

Lab and Mechanical dewatering of sludge.


Sr No Unit Rate (in Rs.)

2012-2013

Rate in Rs.

2013-2014

Note :

1 The designing shall be in accordance with

various rel evant I.S. specification (I.S.

456/2000, I.S. 875 - 1987, I.S.3370-1965

or revised.)

2 Only M.S. bars grade I confirming to I.S.

432 part-I or high yield strength deformed

bars confirming to I.S. 1786 or I.S.1139

shall be used grade II M.S. bars shall not

be used.

3 Entire structure shall be in M - 300 only.

4 The scope of pipe assembly work shall be

upto 5 metre beyond outside face of the

wall, cost of pipes valves and specials is

not included in the rate but labour cost for

laying and jointing is included.

5 The G.S.R. / Sump above 15 lakh litres

capacity shall

Section - I- (XIX) - R.C.C. G.S.Rs AND SUMPS

Designing (aesthetically), and constructing RCC

ground service reservoirs / RCC sumps in M-300

mix. of required capacity including excavation in

all types of strata, foundation concrete, container

walls, bottom slab top RCC roof slab / or dome, 20

mm thick cement plaster with water proofing

compound in CM 1:3 proportion. to inside face of

the container,including epoxy paint from inside

including refilling and disposing of surplus stuff

within lead of 50 M, all labour and material

charges, for laying and jointing of pipe assembly

for inlet, outlet washout, over flow and bye-pass

arrangement consisting of C.I./ M.S. D/F. pipes,

specials and valves of given diameters, providing

and fixing accessories such as M.S. ladder inside

and outside, C.I. Manhole frame and cover, water

top slab, B.B. masonry chamber for all valves,

ventilating shafts, including giving satisfactory

hydraulic test and water tightness test as per IS

code and providing three coat of cement paints to

all expose surface of structure including roof

surface etc. complete as per design data, criteria,

obligatory requirements and detailed

specifications.Anti terminite treatment shall be

given for under ground portion of the structure.

Item Description

Section-I-(XIX)-R.C.C. G.S.Rs AND SUMPS 241


2012-2013

Rate in Rs.

2013-2014

Item Description

be in two compartment

6 The job includes designing the structure

for uplift pressure and dewatering if

required using entire execution and

disposal of surplus excavated stuff with in

lead of 50 metres as directed by Engineer-

in-charge. If up lifts considered in design

then these rate shall be increased by 7.5%.

7 G.S.R. outlets shall be with bell mouth of

approved partern in bottom slab and cost

of designing bell mouth is included in the

rate. Sump well includes cost of suction pit

required at bottom.

8 For pipe diameters upto 300 mm only CI

pipes and CI specials shall be used. For

pipe diameters above 300mm, M.S. pipes

and specials minimum 10 mm thick shall

be used with proper anticorrosive epoxy

treatment from in side and outside.

9 Cost of pump house is not included in

these rates.

10 Above rates are applicable for seismic

zones-2,3 and 4

11 75% part rate shall be payable for

reinforcement,concrete and plastering

items of all types of G.S.R.s. and sumps

till satisfactory hydraulic testing for water

tightness test is given and till that work

shall be treated as incomplete

12 10% shall be added for sump if overhead

pump house is proposed

Note: Condition from Sr. No. 1 to 11 shall

form a part and parcel of tender and

must be included in the Draft tender

papers for work of R.C.C. GSRs and

sump. Rates for R.C.C.G.S.Rs or Sumps



2012-2013

Rate in Rs.

2013-2014

Item Description

Rates for R.C.C. G.S.Rs and Sumps

S.No. Capacity in Litres Unit Rate is Rs. Rates in Rs.

1 Upto 250000 lit 12.36 4.90

2 Cost of 25000 lit capacity 308880.00 123552.00

3 Add for capacity above 25000 to 50000 lit 7.30 2.90

Cost of 50000 lit capacity 491380.00 196552.00

4 Add for capacity above 50000 to 75000 lit 6.00 2.40


Add for capacity above 75000 to 100000 lit 5.35 2.40


7 Add for capacity above 100000 to 150000

lit

5.05 2.00



lit

4.32 1.70


Add for capacity above 200000 to 300000

lit

4.16 1.70



lit

3.24 1.30



lit

2.97 1.20


14 Add for capacity above 1000000 to

1500000 lit

2.38 1.00


Add for capacity above 1500000 1.78 0.70



2012-2013

Rate in Rs.

2013-2014

1 The design of the structure be in

accordance with relevent (I.S.3370 - 2009

or revised)

2 The design shall satisfy the stipulation as

per IS 1893-1984 and I.S. 13920/1993 for

seismic focrce and I.S.- 11682/1985 for

R.C.C. staging of overhead tanks.

Section - I- (XX) - R.C.C. E.S.RsItem Description

Designing (aesthetically), and constructing RCC

elevated service reservoirs of following capacity

with RCC staging consisting of columns, internal

and external bracings spaced vertically not more

than 4.5 meters centre to centre for ESR having

Capacity upto 500 Cum. and not more than 6 m

c/c for ESRs having capacity above 500 cum

including excavation in all types of strata,

foundation concrete, cement plaster with water

proofing compound to the inside face of the

container including refilling disposing of the

surplus stuff within a lead of 50 meters, all labour

and material charges including lowering, laying,

erecting, hoisting and jointing of pipe assembly of

inlet, outlet, washout, overflow and bypass

arrangements as per departmental design,

providing and fixing accessories such as M.S.

ladder, C. I. manhole frame and covers water level

indicatiors, lightening conductor, G. I. pipe railing

around walk way and top slab, providing spiral

staire case from ground level to roof level,M.S.grill

gate of 2 mtr.height with locking arrangement of

approved design. B.B. masonry chambers for all

valves, ventilating shafts, providing and applying

three coats of cement paint to the structure

including roof slab epoxy painting to internal

surface & anti termite treatment for underground

parts of the structure. and giving satisfactory

water tightness test as per I.S. code, The job to

include painting the name of the scheme and other

details on the reservoir as per the directions of

Engineer-in-charge.

Section-I-(XX)-R.C.C. E.S.Rs 244


2012-2013

Rate in Rs.

2013-2014

Item Description

3 For design having more than 6 columns,

Providing of internal bracing is obligatory,.

External bracking is also obligatory.

4 The entire structure shall be in M/250 mix

only. However concrete in contact with

water such as container, base slab, wall,

roof slab & footing in water borne area

shall be in M-300

5 Plain round mild steel bars grade - I

confirming to I.S:432 Part-I or high yield

strengh deformed bars confirming to I.S.

1786 or I.S. 1139 shall be used, grade-II

mild steel bars will not be allowed.

6 Irrespective of the type of foundation

proposed in the design, one set of bracing

be provided at the gound level.

7 These rates include providing, M.S. ladder

for E.S.R's upto 2 lakhs liters capacity and

providing sprial staircase for E.S.R. above

2 lakhs liters capacity.

8 Stagging shall have to be designed with

stresses of M-200 for ESR. However all

RCC construction should be done in M-250

except concrete in contact with water shall

be designed & constructed in M-300

9 These rates are including the cost of uplift

pressure if any and entire dewatering

during execution. In case of water logging

area where water is struck at shallow

depth extra provision of dewatering shall

be made as per site condition.

10 All condition given in the Member

Secretary"s Circular No.MJP/TS-

I/350/1668 dt. 2.8.97 and MJP/S-

I/350/2127 dt. 13.7.99 shall be strictly

followed and additional cost, if any due to

these conditions is included in the rates



2012-2013

Rate in Rs.

2013-2014

Item Description

mentioned below.

11 75% part rate shall be payable for

reinforced cocnrete and plastering items of

containers of E.S.R. till satisfactory

hydraulic testing for water tightness is

given ; and till that work shall be treated

as incomplete.

12 The rates indicated in the table are

excluding the cost of pipes, specials and

valves required for inlet, outlet washout

overflow and by-pass arrangement. The

scope of work, however inclueds cost of

erecting, laying and jointing of pipes and

valvews including cost of jointing materials

upto 5M beyond outer face of outermost

column.

13 For ESR upto 500cum capacity C.I.D.

double flanged pipes upto 300mm dia shall

be provided and C.I.Specials shall be

used.For ESR above 500 cum capacity

C.I./M.S. pipes assembly with minimum

8mm thick ness up to 500mm dia. And

minimum 10mm thickness above 500mm

dia can be used with proper anti-corrosive

epoxy teratment from inside and outside.

14 Below mentioned rates are for foundation,

with individuals footing with bearing

capacity of 30 tonnes per square metre.

For raft foundations, these rates shall be

increased by 7.5% wheresafebearing

capacity ( SBC) is 5 M.T. per Sq.m and by

5% where SBC is more than 5 MT/Sqm.

and upto 10MT/Sq.m. This percentage of

5% or 7,5% is applicable for estimation of

amount of L.S. items ESR for Extra item

due to change from individual footing

foundation to raft actual increase in

concrete and steel quantities be paid as per

relevent DSR Item.



2012-2013

Rate in Rs.

2013-2014

Item Description

15 The rates shall be increase by 30% for

brearing piles upto depth of 10m and for

further increased in depth by 5M each it

shall be increased by another 10% These

rates are applicable where raft is not

reasible for pile foundation sulfate

resistant cement shall only be used. Single

pile for the column is not permitted Group

of piles shall be designed with pile cap for

each column of ESR.

16 These rates are applicable for staging

height of 12 M These rates shall be

increased or decreased for per metre

variation in the staging height as below

12 to 16 M staging 2% per metre

16 to 20m staging 3% per meter

20 M and abovd 4% per metre

i.e. for 17m stagging height

percentage calculation will be like below

12 to16m = 4 x 2 = 8%

16 to 17 m x 1 x 3 = 3%

Total = 11 %

For 21 m stagging height

Percentage calculation will be like below

12 to 16m = 4 x 2 = 8%

16 to 20m = 4 x 3 = 12%

20 to 21m = 1 x 4 = 4%

Total = 24%

17 Following rates are for seismic zone-III for

Zone-IV these rates shall be increased by

5% and for Zone-II, these rates shall be

decreased by 5% concerned Executive

Engineer shall confirm the seismic zone for

the scheme from seismic zones plan before

estimation and adopt appropriate rates as

per actual seismic zones( Seismic maps

attached in this C.S.R.)



2012-2013

Rate in Rs.

2013-2014

Item Description

Note:

1) Conditin from Sr.No.1 to 11 shall form a

part and parcel of the tender papers and

shall be included in the DTP for works of

R.C.C.E.S.R.

2) Condition from Sr.No.12 to 17 are for

estimation purpose only and shall not be

S.No. Unit for Seismic

Zone-III Rate

in Lakh Rs.

LABOUR

Rate in Lakh

Rs.

1 Litre 26.14 7.20

2 Job 653500.00 180000.00

3 Litre 13.06 3.60

4 Job 980000.00 270000.00

5 Litre 9.50 2.60

6 Job 1217500.00 335000.00

7 Litre 8.30 2.50

8 Job 1425000.00 570000.00

9 Litre 7.14 2.90

10 Job 1782000.00 712800.00

11 Litre 5.94 2.40

12 Job 2079000.00 831600.00

13 Litre 5.65 2.30

14 Job 2361500.00 944600.00

15 Litre 5.34 2.10

16 Job 2628500.00 1051400.00

Cost of 200000 lit capacity

Add for capacity above 200000 to 250000 lit










Capacity in Litres

Upto 250000 lit







2012-2013

Rate in Rs.

2013-2014

Item Description

S.No. Unit for Seismic

Zone-III Rate

in Lakh Rs.

LABOUR

Rate in Lakh

Rs.

17 Litre 5.05 2.00

18 Job 3133500.00 1253400.00

19 Litre 4.75 1.90

20 Job 3608500.00 1443400.00

21 Litre 4.45 1.80

22 Job 4721000.00 1888400.00

23 Litre 4.16 1.70

24 Job 5761000.00 2304400.00

25 Litre 3.86 1.50

26 Job 7691000.00 3076400.00

27 Litre 3.57 1.40

28 Job 9476000.00 3790400.00




Capacity in Litres












(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Providing and constructing B.B. masonry valve

chamber with 15 cm thick 1:3:6 proportion PCC

bedding, excluding excavation, B.B. masonry in

C.M. 1:5 Proportion precast RCC frame and cover,

etc. complete as directed by Engineer-in-charge.

Note:

Wall thickness : 0.23 M for depth of 1.2 M and

0.35 M for balance depth exceeding 1.2 M)

A. As above of 60 x 45 cm internal size and depth

upto 0.9M .

No 4621.00 1161.00

a). Add for every increase of depth of 30cm or part

thereof.

30cm

depth

1005.00 276.10

B. As above of 95 x 45 cm internal size and depth

upto 1.2M .

No 6839.00 1745.30


thereof.

30cm

depth

1202.00 331.40

C. As above of 90 x 60 cm internal size and depth

upto 1.2M .

No 7435.00 1908.30


thereof.

30cm

depth

1300.00 361.10

D. As above of 90 x 90 cm internal size and depth

upto 1.2M .

No 8898.00 2288.00


thereof.

30cm

depth

1500.00 422.80

E. As above of 1.2 x 1.2 M internal size and depth

upto 1.2M .

No 6735.30 1751.00


thereof.

30cm

depth

1168.00 329.80

F. As above of 1.5 x 1.5M internal size and depth

upto 1.5M .

No 11926.00 3069.00


thereof.

30cm

depth

1905.00 547.90

G. As above of 90 cm internal dia size and depth upto

1.2 M .

No 17449.00 4596.30

Section -I (XXI)- CHAMBERS, MANHOLES and DRAINAGE DROPS

Section-I-(XXI)CHAMBERS, MANHOLES and DRAINAGE DROPS 250


(in Rs.)

2012-2013

LABOUR

INVOLVED


thereof.

30cm

depth

2345.00 684.50




C.M. 1:5 proportion 12 mm thick cement plaster in

cm 1:4 proportion on both sides with providing

and fixing C.I. manhole frame and cover in RCC

1:2:4 coping or RCC 1:2:4 proportion 15 cm thick

slab, etc.complete as directed by Engineer-in-

charge.

Note:


0.35 M for balance depth exceeding 1.2 M

Valve Chamber with Cast iron frame & covers.

A. As above of 60x45 cm internal size and depth upto

0.9 M with 60 x 45 cm size CI manhole frame and

cover of 40 kg

No 7211.00 1094.00

a). Add for every increase in depth of 30cm or part

thereof

30cm

depth

1005.00 275.10

B. As above of 90x45 cm internal size and depth upto


cover of 40 kg

No 9388.00 1646.90


thereof

30cm

depth

1148.00 315.70

C. As above of 90x60 cm internal size and depth upto


cover of 50 kg

No 10709.00 1806.00


thereof

30cm

depth

1244.00 344.70

D. As above of 90x90 cm internal size and depth upto

1.2 M with 53 cm dia CI manhole frame and cover

of 90 kg fixed in R.C.C. Slab

No 14830.00 2140.90


thereof

30cm

depth

1500.00 420.80

E. As above of 1.2 x 1.2M internal size and depth

upto 1.2 M with 53 cm dia CI manhole frame and

cover of 90 kg fixed in R.C.C. Slab

No 17368.00 2818.00



(in Rs.)

2012-2013

LABOUR

INVOLVED


thereof

30cm

depth

1904.00 545.90

F. As above of 1.5 x 1.5 M internal size and depth

upto 1.5 M with 53 cm dia CI manhole frame and

cover of 90 kg fixed in R.C.C. Slab

No 22412.00 4238.80


thereof

30cm

depth

2303.00 670.20




C.M. 1:5 Proportion precast S. F. R. C.frame and

cover,etc.complete as directed by Engineer-in-

charge.

Note:


0.35 M for balance depth exceeding 1.2 M

Valve Chamber with Precast steel fibre

reinforced concrete ( S.F.R.C.) frame & covers.

A. As above of 60x45 cm internal size and depth upto

0.9 M . No

6708.00 1240.90


thereof

30cm

depth

1005 185.90

B. As above of 90x45 cm internal size and depth upto

1.2 M .

No 9663 1787.60


thereof

30cm

depth

1148 212.40

C. As above of 90x60 cm internal size and depth upto

1.2 M .

No 10636 1967.70


thereof

30cm

depth

1244.00 230.20

D. As above of 90x90 cm internal size and depth upto

1.2 M . No12515.00 2315.30


thereof

30cm

depth

1436.00 265.70

E. As above of 1.2 x 1.2M internal size and depth

upto 1.2 M with S.F.R.C. frame and cover of size

540 mm dia fixed in R.C.C. Slab No

15525.00 2872.20



(in Rs.)

2012-2013

LABOUR

INVOLVED


thereof

30cm

depth

1904.00 352.20

F. As above of 1.5 x 1.5 M internal size and depth

upto 1.2 M with S.F.R.C. frame and cover of size

540 mm dia fixed in R.C.C. Slab

No 20812.00 3850.20


thereof

30cm

depth

2301.00 425.80

4 Providing and fixing in position M.S. Air valve

boxes fabricated with 2 mm thick M.S. plate, 30 x

30 x3 mm size M.S. angle frame, concreting in M-

150 for fixing the box in position,applying two

coats of oil paint, painting chainage, locking

arrangement, etc. complete as directed by Engineer-

in-charge.

a) For single ball air valve No 2121.00 81.10

b) For Double ball air valve No 2933.00 208.40

5 Providing and fixing C.I. road box including

loading, unloading and carting to site of work

including all necessary excavation in all types of

strata and fixing in murum packing, etc. complete.

a) 100 mm x 225 mm (20 kg) No 1449.00 268.10

b) 225 mm x 300 mm (40 kg) No 2898.00 536.13

6 Providing and constructing on sewer, B.B.

masonry circular manhole concentric cone 1.2 M

dia. at bottom and 0.5 M dia. at top and upto a

depth of 2.00 M with 23 cm brick work in CM 1:4

proportion excluding excavation including

foundation concrete 250 mm thick and haunches

and channels in c.c.1:2:4 proportion, finishing

channels in smooth rendering, providing C.I.

dapuri type steps each weighing 5.5 kg., 1:2:4

coping and providing and fixing approved make

and quality S.F.R.C. frame and cover of 56 cm.dia.

etc. complete as directed by Engineer-in-charge.No 18156.00 3106.00

a) Rebate for every decrease in depth of 50 cm or

part thereof

50cm

depth

2415.00 1159.00



(in Rs.)

2012-2013

LABOUR

INVOLVED


masonry circular manhole concentric cone 1.5 M

dia. at bottom and 0.5 M dia. at top and upto a

depth of 5.00 M with 23 cm brick work up to depth

of 2 M from top and 35 cm thick brick work for

balance depth in CM 1:4 proportion with 20 mm

thick smooth plaster on both side in cm 1:2

proportion excluding excavation including

foundation concrete 250 mm thick and haunches

and channels in c.c.1:2:4 proportion, finishing

channels in smooth rendering, providing C.I.

dapuri type steps each weighting 5.5 kg., 1:2:4

coping and providing and fixing approved make

and quality S.F.R.C. frame and cover of 56 cm.dia.

etc. complete as directed by Engineer-in-charge.

No 49685.00 3106.00

a) Rebate for every decrease in depth of 50 cm

or part thereof

50cm

depth

4822.00 3224.00


masonry circular manhole with concentric cone

1.5 M dia. at bottom and 0.5 M dia. at top and

upto a depth of 9.00 M with 23 cm brick work,

upto depth of 2 M from top and 35 cm thick brick

work for depth of 2 M and 45 cm thick brick work

for remaining depth upto 9 M in CM 1:4

proporpion with 20 mm thick smooth plaster on

both sides in CM 1:2 proportion excluding

excavation, including foundation concrete 250 mm

thick and haunches and channels in c.c.1:2:4

proportion, finishing channels in smooth

rendering, providing C.I. dapuri type steps each

weighing 5.5 kg., 1:2:4 coping and providing and

fixing approved make and quality S.F.R.C. frame

and cover of 56 cm.dia. etc. complete as directed

by Engineer-in-charge.

No 104073.00 3090.30

a) Rebate for every decrease in depth of 50 cm

or part thereof

50cm

depth

5989.00 4307.70

9 Providing and constructing B.B. masonry circular

manhole without conical shape excluding



(in Rs.)

2012-2013

LABOUR

INVOLVED

excavation, RCC 1:2:4 proportion, 20 cm bedding

brick masonry in CM 1:4 proportion,23 cm thick

for 2 M depth from top35 cm thick for 2 M below it

and 45 cm thick for balance depth, RCC slab at

top and at 2 M depth from top for supporting brick

masonry above it, plastering with smooth finish in

CM 1:2 proportion C.C.1:2:4 finishing channels in

smooth rendering, providing C.I. dapuri type steps

each weighing 5.5 kg., providing and fixing

S.F.R.C. frame and cover of 56 cm.dia. at top

including cost of all materials and labour,

etc.complete.

A. 1.00 M dia x 2 M Depth No 16632.00 2808.90

a). Rebate for every decrease in depth of 50 cm or

part thereof

50cm

depth

2438.00 571.50

B. 1.00 M dia x 3 M Depth No 23907.00 4478.90


part thereof

50cm

depth

3407.00 754.30

C. 1.00 M dia x 4.5 M Depth No 36242.00 7335.20


part thereof

50cm

depth

4216.00 937.10

D. 1.50 M dia x 2 M Depth No 24814.00 4347.50


part thereof

50cm

depth

2922.00 747.90

E. 1.50 M dia x 3 M Depth No 31730.00 6374.30


part thereof

50cm

depth

4372.00 1038.70

F. 1.50 M dia x 4.5 M Depth No 47432.00 10217.90


part thereof

50cm

depth

5404.00 1272.10

Drainage Drops

10 Providing 150 mm dia S.W. or R.C.C.pipes in

vertical drop arrangement including providing 150

mm dia S.W.and R.C.C. pipe fixed in B.B. masonry

of manhole at the required level including

providing 150 mm dia double tee, 150 mm dia

right angled bend, encasing in B.B. masonry 1:4

proportion all around the pipe,double tee, bend



(in Rs.)

2012-2013

LABOUR

INVOLVED

upto the foundation of manhole, jointing, cutting,

filleting including neat cement rendering, plugging

the opening with jungle wood knob complete as

directed by Engineer-in-charge (0.60M depth)

excluding cost of chamber.

No 1824.00 341.40

a). Extra for every 0.5 M depth beyond initial depth

of o.60 M

50cm

depth

660.00 90.00

11 As above but for 200 mm dia. Pipes & depth 0.60

M

No 2478.00 451.30


of o.60 M

50cm

depth

788.00 109.50


M

No 2930.00 546.30


of o.60 M

50cm

depth

981.00 139.20


M

No 3580.00 649.80


of o.60 M

50cm

depth

1068.00 136.90


M

No 5017.00 869.10


of o.60 M

50cm

depth

1585.00 170.60


M

No 6765.00 1152.30


of o.60 M

50cm

depth

1928.00 187.90


M

No 8831.00 1514.10


of o.60 M

50cm

depth

2124.00 201.00

17 Providing and fixing in position steel fibre

reinforced concrete (S.F.R.C.) frame and covers of

approved make including loading, unloading,

transportation, all taxes, etc. complete as directed

by Engineer-in-charge (20 tonnes capacity)

a) 540 mm dia No 2633.00 487.10



(in Rs.)

2012-2013

LABOUR

INVOLVED

b) 560 mm dia No 3754.00 694.50

c) 90 x 45 cm size No 2633.00 487.11

d) 90 x 60 cm size No 2853.00 527.87

e) 60 x 60 cm size No 2606.00 482.12

f) 60 x 45 cm size No 2258.00 417.78

18 Providing and fixing intercepting sewer trap

including concrete bedding, etc. complete.

a) 150 x 100 mm No 431.00 43.50

b) 100 x 100 mm No 312.00 28.80

19 Providing and fixing in position S.W. bends of

various size,etc. complete.

a) 100 mm No 138.00 11.60

b) 150 mm No 164.00 13.90

20 Providing and fixing ‘Y’ junction and labour, etc.

complete.

a) Saddle junction 100 x 100 mm No 152.00 12.50

b) "Y" junction 150 x 150 x 100 mm No 183.00 16.20

c) "Y" junction 300 x 300 x 300 mm No 216.00 19.20

d) "Y" junction 300 x 300 x 100 mm No 183.00 16.20

21 Providing and fixing in position A.C. soil ventilators

/ slotted as necessary and as directed by Engimeer-

in-charge etc. complete.

a) 80 mm No 152.00 12.18

b) 100 mm No 183.00 14.60

c) 150 mm No 260.00 20.82

22 Providing and fixing A.C. soil pipe or downtake

pipe with all required fittings, taking hole, etc.

complete (as per manufacturer’s code of practice).

a) 80 mm No 261.00 20.91

b) 100 mm No 316.00 25.32

c) 150 mm No 475.00 38.02

23 Providing and fixing Cast Iron soil pipe of 1.8 M

length including taking out holes and all required

fittings, etc. complete.

S / S

a) 80 mm No 895.00 71.63

b) 100 mm No 1026.00 82.08

D / S

a) 80 mm No 973.00 77.85

b) 100 mm No 1123.00 89.86



(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Providing, constructing coffer dam in river basin /

dam storages as per type design including

excavation, filling, the middle portion with B. C.

soil (in gunny bags if requried). Providing

impervious / semipervious materials on both side

of B.C. soil (in gunny bags if required) including

ramming, compacting to the satisfaction of

Engineer-in-charge, till the complection of work

including dismantling coffer dam after completion

of works and disposing off the material as directed

by the Engineer-in-charge.

Cum 535.00 15.10

Note : Pay line maximum- Top width payable shall

be 2 mtr. And maximum payable side slopes shall

be 1.5 Horizontal to 1 vertical, if the constructed

top width of the side slopes are less, then the

measurements at actual are payable. Extra top

width or flatter slopes are not payabale Contractor

is free to use ballies, plastic sheets, piles, pipes,

CGI sheets for supporting hearting materials

instead of impervious/semipervious hearting

materials for which no extra payments shall be

payable. 30% payment shall be withheld for

dismantling of coffer dam. This foot note shall

appear in tender condition. (type section is shown

on last page of type design section of CSR)

2 Providing and fabricating at work shop, carting to

site of work, including transport, loading,

unloading, hoisting, lowering and setting out at

actual site of well, sinking M.S. plate cutting edge.

for R.C.C. well curb consisting of 350 mm M.S.

plate, 10 mm thick, champhering at bottom.

Cutting edge should be provided in pieces not less

than 2 M in length. Each joint should be plain

from outside and jointed by gusset plate 400 x 200

x 12 mm thick M. S. plate with 12 nos. of 20 mm

dia. crurshank headed bolts (gusset plates from

inside) with unequal angle of 90 x 60 x 10 mm

should be welded from top of chamfered portion at

Section -J - WELL SINKING AND RIVER INFILTRATION WORKS

Section-J-WELL SINKING RIVER INFILTRATION WORKS 258


(in Rs.)

2012-2013

LABOUR

INVOLVED

14mm from bottom so that 15mm side should be

in contact with cutting edge with overlap of 300

mm joints. 16 mm dia bar should be welded to

M.S. plate 200 mm below the top surface and

length should be 1.8 M above plate with a bend

300 mm from plate surface including 3 coats of

anticorrosive paint as directed by Engineer-in-

chage.

Kg 81.00 12.20

3 Providing and filling puddle (selected good

impervious clay) in Kolhapur type weirs in proper

layers of 15 cm including watering, ramming and

compaction, etc. complete with all leads and lifts.

Cum 221.00 95.60

4 Providing and filling around the well boulders

filling of selected variety and size of boulders

including cost of all materials, labour,

transportation, etc. complete with all leads and

lifts. Cum 808.00 178.90

5 Providing, and fixing 80 mm dia A.C./P.V.C. pipe

weep holes at 1.5 M c/c staggered including cost of

all materials and labour involved with all leads and

lifts.etc. complete with all leads and lifts.

Rmt 168.00 32.70

6 Providing and fixing M.S. chaquerred plate flooring

of following thickness supported on M.S.angles (25

x 25 x 5 mm size) including welding, cutting and

fabricating the plate to the required square or

rounding shape, making holes in the plate,

including providing and applying 3 coats of

anticorrosive paint, etc. complete as directed by

Engineer-in-charge.

a) 6 mm thick Sqm 3623.00 329.90

b) 8 mm thick Sqm 4633.00 330.60

7 Providing at site of works ISI standard RCC slotted

pipes of NP-3 class including cost of all central and

local taxes, octroi, inspection, transportation, etc.

complete including cost of RCC collar, etc.

complete.

450 mm dia RMT 3623.00

600 mm dia RMT 5619.00



(in Rs.)

2012-2013

LABOUR

INVOLVED

8 Lowering, laying and jointing RCC slotted pipes of

following diameters including all leads and lifts,

cost of jointing material, labour, etc. complete as


450 mm dia RMT 178.00 116.90

600 mm dia RMT 238.00 151.20

9 Lowering, laying and jointing CI ‘B’ class

connecting mains with rubber gaskets including

transportation of pipes from stores to site of works,

cost of jointing materials, cost of rubber gasket

with all leads and lifts, etc. complete.

300 mm dia RMT 222.00 244.90

350 mm dia RMT 269.00 299.20

400 mm dia RMT 333.00 362.50

450 mm dia RMT 336.00 354.60

500 mm dia RMT 398.00 408.70

600 mm dia RMT 561.00 570.60

700 mm dia RMT 748.00 708.90

750 mm dia RMT 847.00 819.60

10 Providing, lowering, laying and placing in position,

shrouding material for porous pipe gallery / slotted

pipe gallery/ trench gallery with all leads and lifts

involved including transportation of materials to

site of works, screening and washing of materials

and placing in position with given section, etc.

complete as directed by Engineer-in-charge.

40 mm pebbles Cu.m 1129.00 173.30

12 mm to 20 mm pebbles Cu.m 1366.00 196.70

6 mm to 12 mm pebbles Cu.m 1557.00 224.20

Coarse Sand (from river sand at site) Cu.m 772.00 111.20

Fine sand (from river sand at site) Cu.m

11 Providing and fixing in position C.I. Type dapuri

steps of 22 mm dia. M.S. bar step with proper

anchorage, etc. and providing and applying 3 coats

of ant-corrosive paint, etc complete as directed by

Engineer-in-charge.

No 356.00 48.60



(in Rs.)

2012-2013

LABOUR

INVOLVED

12 Providing and fixing M.S. sluice gates in position

as per detailed drawing and specification including

cost of all materials, labour, operating pedestal,

connecting rod, painting with three coats of anti-

corrosive paint, etc. complete as directed by

Engineer-in-charge.

Kg 88.00 33.50

13 Providing and fixing in position C.I. /M.S. rose

pieces in intake wells including cost of all

materials and labour, painting with three coats of

anti-corrosive oil paint, etc.complete as directed by

Engineer-in-charge.

Kg 87.00 12.80

14 Providing and spreading around the well 1 mm

thick polyethylene sheet complete as directed by

Engineer-in-charge.

Sq.m 22.60 2.92

15 Dewatering charges for estimation purpose for

head works in river basin or dam

Approach channel RMT 5203.00 676.10

Intake well of 3 M dia No 69391.00 9011.90

Inspection well of 2 M dia No 44681.00 6784.30

Connecting main RMT 4170.00 648.20

Jack well of 6 M dia No 208161.00 20968.90

Approach Bridge RMT 701.00 127.90

Notes

1) The Contractor at his request may be allowed to

start construction of masonry steining so as not to

allow silting of well inoncoming monsoon and while

paying masonry, 25% amount shall be

withheld and released only when excavation to the

full depth is completed.

2) Dewatering: Total dewatering charges are to be

proposed in the tender as lumpsum amount and

75% is payable for excavation and 25% is payable

for construction of well / gallery. Out of 75%

excavation, break-up shall be as under:

25% for last 1 M depth.

20%for2Mdepthwhichjustabovelast1M depth.

15%for2Mdepthwhichjustabovelast3M depth.

15%fortherestofdepthfromwatertablelevel.



(in Rs.)

2012-2013

LABOUR

INVOLVED

3) The provisions made for dewatering in the tender

being on lumpsum basis, the same shall have to be

reduced / increased proportionately as the length

of approach channel, connecting main or approach

bridge reduces / increases during actual

execution.

Condition No. 1 and 2 shall appear in Tender

condition

16 Carrying out recuparation / Yield test for

ascertaining the discharge of constructed well /

excavated profile as directed by Engineer - In -

Charge. The test carried out by drawing down

water from the well / profile below normal /

subsoil water level upto full depth rise is recorded.

The normal water level / subsoil water level /

subsoil water level in the well / profile as well as

strainer / suction level at pump as per design of

W.S. Scheme shall be recorded prior to the test

including cost of all materials, overload, labours

etc. complete as directed.

The test shall be carried out as per technical

circular No. 2597 dt. 20.11.1997 and shall be

carried out for 7 days.

a) Lps more than 25000 Day 3231.00 2034.70

b) Lps less than 25000 Day 3214.00 2126.30



(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Providing and fixing in position copper lightening

conductor including copper rod of 20 mm dia as

per upper terminal 1.5 M long with a knob at end

and with conical spike at top, copper tape

conductor 20 x 3 mm size, copper earth plate of 3

mm thick and 0.81 sqm. in area, clamps at 1 M

centre to centre including, necessary excavation,

laying and fixing the conductor, providing and

fixing 40 mm G.I pipe upto 3 M height from ground

and 0.5 M below ground including making all

connections, filling the earthing pit with charcoal,

salt, etc. and refilling and watering, etc. complete

as per specifications laid down in relevent I.S.

codes.

i) For Tape of 10M length No 10227.00 909.00

ii) Rebate / Extra rate per metre length or part

thereof over and above initial length of 10M

Mtr 267.00 10.00

2 Providing and fixing in position copper lightening

conductor including copper rod of 20 mm dia as

per upper terminal 1.5M long with a knob at end

and with conical spike at top, aluminium tape

conductor 20 x 3 mm size copper earth plate of 3

mm thick and 0.81 sqm. in area, clamps at 1 M

centre to centre including, necessary excavation,

laying and fixing the conductor, providing & fixing

40 mm G.I pipe upto 3 M height from ground and

0.5 M below ground including making all

connections, filling the earthing pit with charcoal,

salt, etc. and refilling and watering, etc. complete

as per specifications laid down in relevent I.S.

codes.

i) For Tape of 10M length No 9328.00 912.00

ii) Rebate / Extra rate per metre length or part

thereof over and above initial length of 10M Mtr 117.00 4.70

3 Providing, hoisting and fixing in position inverted

‘J’ type 100 mm dia. C.I. cowl type ventilators with

mosquitoproof aluminium mesh at top including No 1722.00 827.00

applying 2 coats of anti-corrosive paint, etc.

complete as directed by Engineer-in-charge,

weighing not less than 35 kg.

Section -K - ANCILLARY ITEMS FOR RESERVOIRS

Section-K-ANCILLARY ITEMS FOR RESERVOIRS 263


(in Rs.)

2012-2013

LABOUR

INVOLVED

4 Providing, hoisting and fixing in position C.I.

manhole, frame and cover of best quality and of

required size and shape with locking arrangements

including applying 2 coats of anti-corrosive paint,

etc. complete

i) 90 x 60 cm size and weight 35 kg No 2658.00 200.10

ii) Rate on weight basis for any size and type of frame

and cover

Kg 76.00 6.00

5 Providing and fixing in position M.S. ladder 0.50 M

wide consisting of 75 x 10 mm M.S. flats as

stringers and 16 mm dia M.S. bars in double rows

as steps placed at 25 cm c/c including cost of

material and labour involved, welding, anchoring

and applying 3 coat of anti-corrosive paint, etc.

complete as directed by Engineer-in-charge.

RMT 1400.00 200.90

6 Providing and applying epoxy paint of approved

make (Shalimar, Ciba or Mahindra & Mahindra) to

concrete surface of RCC ESR or GSR or any other

structure including cleaning the surface by

scrapping and air blowers to the satisfaction of

Engineer-in-charge, necessary scaffolding, etc

complete with all leads and lifts and giving

satisfactory hydraulic test for water tightness as

per I.S. codes

a) For new surfaces - Two coats. Sq.m 571.00 299.60

b) For old surfaces - Two coats. Sq.m 642.00 360.60

7 Providing and constructing RCC spiral staircase in

M-150 mix concrete at site of work and consisting

of central vertical column of 400 mm dia and steps

in RCC M-150, tie members at each brace level,

RCC parapet wall 80 cm high including cost of all

labour and material involved, cost of scaffolding,

centering, shuttering, curing, finishing in CM 1:3

proportion including RCC M-150 footing

foundation, its excavation, refilling and cleaning

the site, etc. complete as per type design, with 3

coats of cement paint.

RMT 6415.00 434.30



(in Rs.)

2012-2013

LABOUR

INVOLVED

8 Providing and constructing RCC ventilating shaft

of diameters and height mentioned below with

required number of RCC 15 x 15 cm size columns

and RCC circular slab or dome over the pillars in

M-150 including cost of all material and labour,

providing and fixing steel or wooden frame &

providing & fixing G.I. flyproof mesh of 26 gauge

and providing and applying in 3 coats of oil paint

to wooden or steel frame and cement paint to

concrete structure. etc. complete as directed by

Engineer-in-charge.

i) 0.9 M dia x 1.35 M height No 6882.00 782.30

ii) 1.2 M dia x 1.80 M height No 8748.00 1000.00

iii) 1.5 M dia x 2.25 M height No 13997.00 1623.00

9 Providing and installing mercury water level

indicator for RCC ESR and wash water tank site as

per instructions of Engneer-in-charge at ground

level of the tank or nearing pump house or room

for RCC ESR having 15 mtrs. staging height and 5

mtrs. water storage height with indication of water

height in storage tank in metre and 1/10th of

meter including providing and installing 15 mm

dia class ‘B’ G.I. piping with necessary accessories

from bottom of the tank upto the instrument as

per instructions of Engineer-in-charge.

No 17496.00 2920.20

For Extra stage height over 15M or part thereof

and water depth over 5 M or part thereof

Mtr 933.00 155.70

10 Providing and Erecting, installing and

commissioning Barometric Leg Chlorination

system for water treatment plant upto 5 MLD.

capacity as per manufacturers specifications with

all required materials viz. 15 Kg. pressure yellow

PVC pipe, specially prepared chamber, mixing

chamber, scrubber unit, gas pressure flexible pipe,

brass nozzle nipple, electronic alarm unit, PPM

dose, indicator of 25 mm dia. 4mm thick glass

tube (Borosil), gas ubit opening spanner 3 hole

type, instruction board, aluminium pipe upto

sump ( Maximum length 15 Mtr.) etc. including

civil works wherever required for above material



(in Rs.)

2012-2013

LABOUR

INVOLVED

fittings, including satisfactory test and trial at

work site etc. complete. ( Item do not include

construction of chlorine Gas Room of 3.0 x 3.0

Mtr. or adequate size).

For 5 MLD Capacity 1No. per

unit

116640.00 11243.70

Add/Deduct per MLD or part of per MLD capacity. per

MLD

4082.00 400.80

11 Providing and fixing water level indicator upto 5 M

height including M.S. enamelled gauge plate 300

mm wide 3 mm thick, P.V.C. float, providing and

fixing required accessories such as pointer,

pulleys, nylon thread including cost of all material,

labour, etc. complete.

No 8686.00 1549.00

12 Providing and fixing water level indicator upto 5 M

height including M.S. enamelled gauge plate 150

mm wide 3 mm thick, P.V.C.float, providing and

fixing required accessories such as pointer,

pulleys, nylon thread including cost of all material,

labour, etc. complete.

No 5249.00 1547.80



(in Rs.)

2012-2013

LABOUR

INVOLVED

1 Commisioning running and maintaining the

scheme to quantites, rated capacity, including

manning necessary personnel such as operator,

valveman, etc. as per requirements of the scheme

and who should also administer chemical dose for

a period of 1 month for individual scheme and 3

months for regional scheme, together with training

of personnel spared by MJP/ Local Body and

handing over the scheme to Local Body after

completion of the above period as directed by

Engineer-in-charge.

Note:

Required chemicals to be supplied by Department

free of cost and electricity bill will also be paid by

the Depertment.

a) For single village ( 3 months) Job 48572.00 33489.40

b) For regional scheme upto 3 villages with raw

water pumping, one treatment plant with pumps,

raw water pumping main, leading main, ESR, BPT

and distribution system etc. (

6 months) Job 201115.00 166988.40

c) For regional scheme upto 3 villages with

pumping, pumping main, leading main, ESR, BPT

and distribution system etc. ( 6 months) (Without

WTP). Job 130081.00 108007.10

d) For regional schemes upto 3 villages, trial

period shall be one year with raw water pumping

, one treatment plant with pumps,raw water

pumping main, leading main,ESR, BPT and

distribution system etc. ( for One year)

Job 407997.00 338764.80

e) For regional schemes upto 3 villages, trial

period shall be one year with raw water pumping

, pumps , raw water pumping main, leading

main,ESR, BPT and distribution system etc. (

Without WTP) ( for One year )

Job 264105.00 219289.90

f) Add for every additional village Month 5996.00 4428.00

g) Add for every pumping station. Month 9867.00 9192.40

Section -L - TRIAL RUN

Section-L-TRIAL RUN 267

Maharastra PWD 2012-13

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Transcript of Maharastra PWD 2012-13