maharashtra ssr

MAHARASHTRA JEEVAN PRADHIKARAN

URBAN & RURAL SCHEMES CIRCLE AURANGABAD(Government of Maharashtra Undertaking)

SCHEDULE OF RATES

FOR THE YEAR : 2012-2013

Effective from 24th

December 2012

APPLICABLE FOR AURANGABAD REGION

Countersigned

sd/-

SUPERINTENDING ENGINEER

Maharashtra Jeevan Pradhikaran

Urban & Rural Schemes Circle Aurangabad

From To

1 8

9 11

A 12 13

B 14 15

C 16 25

D 26 32

E 33 37

F 38 39

G 40 43

H 44 48

I I C.I. / D.I. Pipes 49 56

II A.C. Pipes 57 61

III P.V.C. Pipes 62 66

IV G.I. Pipes 67 68

V Stone Ware Pipes 69 69

VI R.C.C. Pipes 70 73

VII P.S.C. Pipes 74 78

VIII Bar Wrapped Steel Cylinder Pipes (BWSC) 79 82

IX Glass Reinforced Plastic Pipes (GRP) 83 87

X High Density Polyethelene Pipes (HDPE) 88 92

XI Medium Density Polyethylene Pipes (MDPE) 93 99

XII Prestressed Concrete Cylinder Pipes (PCCP) 100 104

XIII Pipe Appurtenances 105 117

XIV Mechanical Joints / Fittings 118 122

XV M.S. Pipes 123 136

XVI Fabrication of M.S. Pipes and Specials 137 140

XVII M.S. Pipes Laying 141 152

XVIII Treatment Plant (WTP & STP) 153 167

XIX R.C.C. G.S.R.s and Sumps 168 170

XX R.C.C. E.S.R. 171 175

XXI Chambers, Manholes and Drainage Drops 176 182

J 183 186

K 187 189

L 190 190

M 191 208

209 214

Trial Run

Type Designs

Excavation

Iron & Structural Steel Work

Plain Cement Concrete, Reinforced Cement Concrete

Miscellaneous

Pipes

Well Sinking and River Infiltration Works

General Notes

Materials

Labour and Machinery

Transportation

Cement Consumption & Weight of Pipes

Ancillary Items for Reservoirs

Corrigendum No-1

MAHARASHTRA JEEVAN PRADHIKARAN

Section

No.

SCHEDULE OF RATES

FOR THE YEAR 2012 - 2013

INDEX

Page Nos.

URBAN & RURAL SCHEMES CIRCLE AURANGABAD

Name of Section

Government Resolutions

Government Resolutions

Page No. 1

Page No. 2

Page No. 3

Page No. 4

Page No. 5

Page No. 6

Page No. 7

Page No. 8

General Notes

1

2

3

4

5

6

7

8

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 Excavation for pipeline work along National Highway

10%

h Excavation for Dist.system pipe lines,Sewerage system

in towns 10%

These rates are applicable to all MJP works in the AURANGABAD REGION with effect from

dated 24.12.2012.

MAHARASHTRA JEEVAN PRADHIKARAN URBAN AND RURAL CIRCLE AURANGABAD

CSR 2012-13 FOR AURANGABAD REGION

SCHEDULE OF RATES FOR THE YEAR 2012-2013

GENERAL NOTES

Rates for all items are inclusive of all taxess levied by Central Government, State

Government or Local Bodies.Labour rates are inclusive of EPF 12.5 % . These rates are

applicable only for tendered works,these rates should be reduced by 12.5 % of labour part when

works are to be carried out on piecemeal works and other small works without tendering.

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.

These rates are applicable to water supply and sewerage schemes and its allied works only. Rates,

for 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.

For mechanical and electrical items related to water supply and sewerage schemes, CSR for 2012-

13 prepared by Superintending Engineer (Mechanical ), Maharashtra Jeevan Pradhikaran shall be

adopted.

Following increase in % over normal schedule of rates of M.J.P. for 2012-13 will be applicable. (Ref.

PWD GR. No. DSR/1091/CR-6577/Planning-3,dated 08/07/2003)

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 actual rate

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

As per Govt. Notification No.25/2012/service tax Dtd. 20June 2012 point No. 12-E service tax is

exempted for pipe line,conduit or plant for (i)water supply,(ii)water treatment or (iii)sewage

treatment or disposal.

(General Notes) Page No. 9




GENERAL NOTES

9

10

11

12

13

Material Rate in

Rs. Per

MT.

a Cement 6200

b Mild Steel 48000

c Tor Steel/CTD bars 48300

d Structural Steel 51000

e Corrosion Resistant Steel (Fe 500) 48300

f Basic rates of M.S. pipes Of SAIL , Rurkela 49000

14

15

16

17

18

19

20

In 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 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

like steel, pipes, valves, specials etc.

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.

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 . In addition to amendment notification 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 increased by percentage given at Sr. No. 8, the issue

rates of materials to be supplied by the Department ( if any) shall be increased by same

percentage.

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

10 % of cost of items of water retaining structures, such as GSR/ESR/MBR shall be retained till

satisfactory hydraulic testing is given as per IS code.

Details of standard cement consumption and standard weight of various pipes are incorporated in

this CSR .

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.

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 / sites and stacking.

10 % of cost of total sub-work of pipeline work shall be retained, till satisfactory hydraulic test 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.





GENERAL NOTES

21

22

23

24

25

26

27

28

29

30

31

32

AC / PVC/HDPE pipes shall not be used in Urban Areas.

The royalty charges are considered in the rate analysis of CSR 2012-13 As per Government

Resolution No. Rev and forest Dept Gaukhani 10/1009/ Pra.Kra.309/Kha. Mantralaya dt.11.2.2010.

Rates given in this CSR are for estimation purpose only.

The makes of Sluice / Butterfly valves etc. to be used for inlet / outlets of ESRs / GSRs / MBRs / Pumping

main / Rising main and WTP should be from approved makes of M.J.P .

As per Govt.Circular No.859/50/2002-CX dt.6/9/2002 Notification No.6/2006-Central Excise Dt. 1-3-2006.

Notification No. 6/2007-Central Excise Dt.1.3.2007.and notification no 26/2009 central excise dtd.4.12.2009

1) All items of machienery, including instruments, apparatus & appliances, auxillary equipments & their

components/parts required for setting of water treatment plant;

2) Pipes needed for delivery of water from its source to the plant (including the clear treated water reservoir,

if any, thereof) and from there to the first storage point;

Provision for octroi charges for pipes specials and valves is not considered in the CSR 2012-13.

Provision of 4 % of cost for 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.

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.

For use of ready mix cement concrete, prior permission of the Chief Engineer must be obtained.

For Dams , Balancing Tanks , Aerated Lagoons and similar structures, the rates for Film membranes

as per prevailing rates for Irrigation Department will be followed.

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.

Are exempted from excise duty. However, necessary certificate from Project Authority i.e. District

Collector/Dy.Commissioner shall be obtained.

Provision for insurance @ 1% is considered in Rate analysis of CSR 2012-13. These rates are

applicable only for tendered works,these rates should be reduced by 1 % of total rate when works

are to be carried out on piecemeal works and other small works without tendering.

Mechanical CSR rates for respective items shall be followed while estimation and the list of approved

makes shall be given in the item.

3) Pipes of outer diameter exceeding 100 mm, when such pipes are integral part of the wtaer supply

project;


Section - A

Materials

SECTION - A - MATERIAL FOR 2012-13S.No. Material Description Unit Rate

1 Acetylene Gas Nos 580.00

2 Alum Grade I Ex-factory Mt 8500.00

3 Binding Wire Kg 60.00

4 Black enemal paint Anti corrosive Ltr 176.00

5 Bricks No 5.00

6 Bullies, Struts (125 mm dia 1.5 M long) rmt 170.00

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

8 Cement (Bags) Bag 310.00

9 Cement (M.T.) Mt 6200.00

10 Cement Sulphar Resistant M.T. 6700.00

11 Charcoal Kg 30.00

12 Corrosion Resistant steel Mt 48300.00

13 Diesel Lit 51.75

14 Epoxy paint Kg 416.00

15 Fuse No 16.50

16 G.I.Washers Kg

17 Gun Powder Kg 160.00

18 Inferol 49 W thick Ltr

19 Liquid chlorine 100 kg Deptt Containor . No.

20 Liquid chlorine 100 kg supplier Containor No.

21 Liquid chlorine 900 kg Deptt Containor No.

22 Liquid chlorine 900 kg Supplier Containor No. 14750.00

23 LubricantOil lit 230.00

24 M.S.angle(50x50x6mm) Kg 51.00

25 M.S.Bars (Delivery at site) Mt 48000.00

26 M.S.Bars (in kgs) Kg 48.00

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

28 M.S.plate Kg 49.00

29 Maganafloc coaghulant aid Mt

30 Mild steelGrill ready Kg 69.00

31 Mildsteel grill railing Kg 66.70

32 Mobile oil Lit 225.00

33 Murum cum 250.00

34 Nails Kg 64.00

35 Nutbolts Kg 90.00

36 Oxygen Gas (Refill) Cylinder 340.00

37 Polling board cum 18500.00

38 R.S.Joist channel etc MT 51000.00

39 Rapid sand Gravity filter sand At Source Cum 1265.00

(Godhara, Gokak, Kanhan, Yesagi sand)

40 Rapid sand Gravity filter Gravel At Source Cum 1265.00

41 Ready mixed Alluminium paint Ltr

42 Ready mixed lead/zinc paint Ltr 220.00

43 Ready mix oil paint Ltr 231.00

44 Ready mixed synthetic enamel paint Ltr 160.00

45 Ready mix primer for steel Ltr 165.00

46 Rubber Gasket (6 mm thick) Kg 90.00

53 Sand cum 900.00

(Section-A, Material) Page No. 12

SECTION - A - MATERIAL FOR 2012-13S.No. Material Description Unit Rate

54 Kasarde sand (for mortar lining work) @ source cum 1000.00

55 Spun Yarn Kg 83.00

56 Stone Aggregate 10 mm cum 800.00



Stone at quarry cum 370.00

59 Structural Steel M.T. 51000.00

60 T.C.L.(bleaching poweder Gr.I) (5kg pack) Kg

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

62 T.C.L.(bleaching poweder Gr.I) (25kg pack) Kg 22.00

63 Teak wood Cum 72600.00

64 Tor Steel Mt 48300.00

65 Turpentine Lit

66 Walling ( 100x100mm) cum 17000.00

67 Welding Rod Having weight 5.25 kg Box 1400.00

73 White cement Kg 36.00

74 White lead Kg 140.00

75 Wire Kg 61.00

76 Plywood Coomercial 12 mm thick Waterproof for centering sqm 670.00

(Taken in analysis for RCC items only)

77 Coarse Sand Cum 450.00

(Section-A, Material) Page No. 13

Section - B

Labour and Machinery

SECTION - B - LABOUR FOR 2012-13S.No. Description

Unit 2012-13

1 Asst Fitter No. 351.00

2 Bhandhani No. 303.00

3 Bhisti with pakahal No. 260.00

4 Blacksmith IInd class No. 327.00

5 Breaker No. 327.00

6 Carpainter 1st class No. 345.00

7 Carpainter 2nd class No. 315.00

8 Chiseller No. 321.00

9 Excavator No. 266.00

10 Fitter 1st class No. 351.00

11 Glazier No. 303.00

12 Helper No. 260.00

13 Hole Driller No. 290.00

14 Mason 1st class No. 399.00

15 Mason 2nd class No. 303.00

16 MAZDOOR (FEMALE) No. 260.00

17 Mazdoor(Heavy) No. 275.00

18 Mazdoor (Light) No. 260.00

19 MAZDOOR (MALE) No. 275.00

20 Maistry No. 339.00

21 Mukadam No. 339.00

22 Painter (for coloring) No. 327.00

23 Painter No. 351.00

24 Polisher No. 327.00

25 Pump Driver No. 260.00

26 StoneCutter or dresser No. 321.00

27 Tile layer No. 345.00

28 Welder No. 375.00

29 Welder for pipe line No. 418.00

30 WhiteWasher No. 309.00

31 TileTurner No. 333.00

32 L.M.V. Driver No. 327.00

33 Electrician No. 339.00

34 Plumber No. 351.00

35 Mali No. 260.00

36 Wireman No. 303.00

(Section-B, Labour Machinery) Page No. 14

HIRE CHARGES OF MACHINERIES

1 Rent for chain pully block with tripod Day 500

2 Rent for pump including operator & excluding fuel BHP-Day 190

3 Rent for Mech.Mixer with fuel & crew Day 2400

4 Rent for vibrator with fuel and crew Day 900

5 Plate Bender Day 1000

6 Rent for welding set with Electric set Day 1150

7 Rent for welding set with Generator Day 2050

8 Rent for Compressor with fuel Day 2300

9 Rent for Concrete breaker & Compressor Day 2200

10 Rent for poclain Hour 2350

11 Rent for Crane Hour 1500

12 Rent for JCB Hour 950

13 Truck hire charges upto 20 km Day 2400

14 Truck hire charges for 20 km to 50 km Day 2200

15 Truck hire charges for 50 km & above Day 2000

16 Pipe cutter with operator Day 1250

17 De sludging/ De silting pump Day 2400

18 Jeep hire charges with driver and fuel(Upto 300 KM.) Day 3000

(Section-B, Labour Machinery) Page No. 15

Section - C

Transportation

Rate (Rs.)

2012-13

Sr. No. Item of Work Unit Collecting the

railway receipt

etc. & unloading

the consignment

from railway

wagon & keeping

on railway

platform

Lifting the

materials from

railway

platform,

loading

into truck

Loading the

material into

truck from

Departmental

stores 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 and including

300 kg)

1 C.I. / D.I. / M.S. / H.D.P.E.

pipes of all classes upto and

including 200 mm dia pipes of

any length

MT 251.00 306.00 80.00 80.00

2 R.C.C. pipes of all classes

upto and including 350 mm dia

MT 251.00 306.00 80.00 80.00

3 A.C. pipes of all classes and

dia.

MT 133.00 186.00 48.00 48.00

4 P.V.C. pipes of all classes and

dia.

MT 133.00 186.00 48.00 48.00

5 All other materials such as C.I.

specials of individual weight

upto 300 kg.

MT 251.00 306.00 80.00 80.00

6 Mild steel / Tor steel / R.S.J. MT 158.00 215.00 120.00 120.00

7 Cement / Bleaching powder /

Alum

MT 76.00 117.00 61.00 61.00

(B) CRANE HANDLING

(Materials having individual

weight above 300 kg)

0.00 0.00 0.00 0.00

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. and also other

heavy materials, valves,

machinery having individual

weight more than 300 kg.

MT 178.00 226.00 161.00 161.00

SECTION C -

TRANSPORTATION

1) The above rates in column 1 to 5 are applicable only for railway clearance purpose only and

not for other carting.

2) The rates given in column 6 to 7 shall be adopted for estimate purpose only, however, actual

quotations/ 'D' tender will prevail.

3) Irrespective of supply of CI / DI 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) Page No. 16

Lead Av. No. of Km. Litres of cost of Lit. of cost of cost of 6 Hire Total cost Add 10% Total cost per

in km Speed Trips(N)= Done diesel diesel @ Mobile M.Oil @ mazdoor charges (6+8+ overhead 11+12 trip

8/ ((2L/S) (2NL+6) cons 51.75 / lit oil con- 225/lit of truck 9+10) charges (13/3)

+1) umed sumed Rs. Per

day

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

0.5 15 7.5 13.50 4.50 232.88 0.096 21.60 1856.25 2400 4510.73 451.07 4961.80 661.57

1 16 7.11 20.22 6.74 348.8 0.144 32.40 1856.25 2400 4637.45 463.75 5101.20 717.47

1.5 16.5 6.77 26.31 8.77 453.85 0.188 42.30 1856.25 2400 4752.40 475.24 5227.64 772.18

2 17 6.48 31.92 10.64 550.62 0.228 51.30 1856.25 2400 4858.17 485.82 5343.99 824.69

2.5 17.25 6.2 37.00 12.33 638.08 0.264 59.40 1856.25 2400 4953.73 495.37 5449.10 878.89

3 17.5 5.96 41.76 13.92 720.36 0.298 67.05 1856.25 2400 5043.66 504.37 5548.03 930.88

3.5 17.75 5.74 46.18 15.39 796.43 0.330 74.25 1856.25 2400 5126.93 512.69 5639.62 982.51

4 18 5.54 50.32 16.77 867.85 0.359 80.78 1856.25 2400 5204.88 520.49 5725.37 1033.46

4.5 18.25 5.36 54.24 18.08 935.64 0.387 87.08 1856.25 2400 5278.97 527.9 5806.87 1083.37

5 18.5 5.19 57.90 19.30 998.78 0.414 93.15 1856.25 2400 5348.18 534.82 5883.00 1133.53

6 18.75 4.88 64.56 21.52 1113.66 0.461 103.73 1856.25 2400 5473.64 547.36 6021.00 1233.81

7 19 4.61 70.54 23.51 1216.64 0.504 113.40 1856.25 2400 5586.29 558.63 6144.92 1332.95

8 19.183 4.36 75.76 25.25 1306.69 0.541 121.73 1856.25 2400 5684.67 568.47 6253.14 1434.21

9 19.6 4.17 81.06 27.02 1398.29 0.579 130.28 1856.25 2400 5784.82 578.48 6363.30 1525.97

10 20 4 86.00 28.67 1483.67 0.614 138.15 1856.25 2400 5878.07 587.81 6465.88 1616.47

15 25 3.64 115.20 38.40 1987.2 0.823 185.18 1856.25 2400 6428.63 642.86 7071.49 1942.72

20 25 3.08 129.20 43.07 2228.87 0.923 207.68 1856.25 2400 6692.80 669.28 7362.08 2390.29

25 25 2.67 139.50 46.50 2406.38 0.996 224.10 1856.25 2200 6686.73 668.67 7355.40 2754.83

30 25 2.35 147.00 49.00 2535.75 1.050 236.25 1856.25 2200 6828.25 682.83 7511.08 3196.2

35 30 2.4 174.00 58.00 3001.5 1.243 279.68 1856.25 2200 7337.43 733.74 8071.17 3362.99

40 30 2.18 180.40 60.13 3111.73 1.289 290.03 1856.25 2200 7458.01 745.8 8203.81 3763.22

45 30 2 186.00 62.00 3208.5 1.329 299.03 1856.25 2200 7563.78 756.38 8320.16 4160.08

50 30 1.85 191.00 63.67 3294.92 1.364 306.90 1856.25 2200 7658.07 765.81 8423.88 4553.45

60 30 1.6 198.00 66.00 3415.5 1.414 318.15 1856.25 2000 7589.90 758.99 8348.89 5218.06

70 30 1.41 203.40 67.80 3508.65 1.453 326.93 1856.25 2000 7691.83 769.18 8461.01 6000.72

80 30 1.26 207.60 69.20 3581.1 1.483 333.68 1856.25 2000 7771.03 777.1 8548.13 6784.23

90 30 1.14 211.20 70.40 3643.2 1.509 339.53 1856.25 2000 7838.98 783.9 8622.88 7563.93

100 40 1.12 230.00 76.67 3967.67 1.643 369.68 1856.25 2000 8193.60 819.36 9012.96 8047.29

125 40 1.1 281.00 93.67 4847.42 2.007 451.58 1856.25 2000 9155.25 915.53 10070.78 9155.25

150 40 0.94 288.00 96.00 4968 2.057 462.83 1856.25 2000 9287.08 928.71 10215.79 10867.86

175 40 0.82 293.00 97.67 5054.42 2.093 470.93 1856.25 2000 9381.60 938.16 10319.76 12585.07

200 40 0.73 298.00 99.33 5140.33 2.129 479.03 1856.25 2000 9475.61 947.56 10423.17 14278.32

250 40 0.59 301.00 100.33 5192.08 2.150 483.75 1856.25 2000 9532.08 953.21 10485.29 17771.68

300 45 0.56 342.00 114.00 5899.5 2.443 549.68 1856.25 2000 10305.43 1030.54 11335.97 20242.8

420 45 0.41 350.40 116.80 6044.4 2.503 563.18 1856.25 2000 10463.83 1046.38 11510.21 28073.68

540 45 0.32 351.60 117.20 6065.1 2.511 564.98 1856.25 2000 10486.33 1048.63 11534.96 36046.75

660 45 0.26 349.20 116.40 6023.7 2.494 561.15 1856.25 2000 10441.10 1044.11 11485.21 44173.88

780 45 0.22 349.20 116.40 6023.7 2.494 561.15 1856.25 2000 10441.10 1044.11 11485.21 52205.5

900 45 0.2 366.00 122.00 6313.5 2.614 588.15 1856.25 2000 10757.90 1075.79 11833.69 59168.45

1020 45 0.17 352.80 117.60 6085.8 2.520 567.00 1856.25 2000 10509.05 1050.91 11559.96 67999.76

1140 45 0.15 348.00 116.00 6003 2.486 559.35 1856.25 2000 10418.60 1041.86 11460.46 76403.07

Note: 1) No. of trips in a working of 8 hours N=8 / (2(L+S) + 1) where L = Lead in km

and S = speed, 1 hour is allowed for loading

2) Consumption of diesel taken as 3 km / litre

3) Consumption of Mobile oil taken as 140 km / litre

4) In col. 4 6 hours has been added for movement from

parking place to duty and back

5) Hire charges will remain Rs. 1500.00 for 1200 and above km lead

6) Labour required for loading unloading and stacking after the

No. of trips reduced below 1 is factorised with actual number of trip.

STATEMENT II

Including loading, unloading and stacking


Lead Av. No. of Km. Litres of cost of Lit. of cost of cost of 6 Hire Total cost Add 10% Total cost per

in km Speed Trips(N)= Done diesel diesel @ Mobile M.Oil @ mazdoor charges (6+8+ overhead 11+12 trip

8/ ((2L/S) (2NL+6) cons 51.75 / lit oil con- 225/lit of truck 9+10) charges (13/3)

+1) umed sumed Rs. Per

day

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

0.5 15 7.5 13.50 4.50 232.88 0.096 21.60 0 2400 2654.48 265.45 2919.93 389.32

1 16 7.11 20.22 6.74 348.8 0.144 32.40 0 2400 2781.20 278.12 3059.32 430.28

1.5 16.5 6.77 26.31 8.77 453.85 0.188 42.30 0 2400 2896.15 289.62 3185.77 470.57

2 17 6.48 31.92 10.64 550.62 0.228 51.30 0 2400 3001.92 300.19 3302.11 509.58

2.5 17.25 6.2 37.00 12.33 638.08 0.264 59.40 0 2400 3097.48 309.75 3407.23 549.55

3 17.5 5.96 41.76 13.92 720.36 0.298 67.05 0 2400 3187.41 318.74 3506.15 588.28

3.5 17.75 5.74 46.18 15.39 796.43 0.330 74.25 0 2400 3270.68 327.07 3597.75 626.79

4 18 5.54 50.32 16.77 867.85 0.359 80.78 0 2400 3348.63 334.86 3683.49 664.89

4.5 18.25 5.36 54.24 18.08 935.64 0.387 87.08 0 2400 3422.72 342.27 3764.99 702.42

5 18.5 5.19 57.90 19.30 998.78 0.414 93.15 0 2400 3491.93 349.19 3841.12 740.1

6 18.75 4.88 64.56 21.52 1113.66 0.461 103.73 0 2400 3617.39 361.74 3979.13 815.4

7 19 4.61 70.54 23.51 1216.64 0.504 113.40 0 2400 3730.04 373 4103.04 890.03

8 19.183 4.36 75.76 25.25 1306.69 0.541 121.73 0 2400 3828.42 382.84 4211.26 965.89

9 19.6 4.17 81.06 27.02 1398.29 0.579 130.28 0 2400 3928.57 392.86 4321.43 1036.31

10 20 4 86.00 28.67 1483.67 0.614 138.15 0 2400 4021.82 402.18 4424.00 1106

15 25 3.64 115.20 38.40 1987.2 0.823 185.18 0 2400 4572.38 457.24 5029.62 1381.76

20 25 3.08 129.20 43.07 2228.87 0.923 207.68 0 2400 4836.55 483.66 5320.21 1727.34

25 25 2.67 139.50 46.50 2406.38 0.996 224.10 0 2200 4830.48 483.05 5313.53 1990.09

30 25 2.35 147.00 49.00 2535.75 1.050 236.25 0 2200 4972.00 497.2 5469.20 2327.32

35 30 2.4 174.00 58.00 3001.5 1.243 279.68 0 2200 5481.18 548.12 6029.30 2512.21

40 30 2.18 180.40 60.13 3111.73 1.289 290.03 0 2200 5601.76 560.18 6161.94 2826.58

45 30 2 186.00 62.00 3208.5 1.329 299.03 0 2200 5707.53 570.75 6278.28 3139.14

50 30 1.85 191.00 63.67 3294.92 1.364 306.90 0 2200 5801.82 580.18 6382.00 3449.73

55 30 1.71 194.10 64.70 3348.23 1.386 311.85 0 2000 5660.08 566.01 6226.09 3640.99

65 30 1.5 201.00 67.00 3467.25 1.436 323.10 0 2000 5790.35 579.04 6369.39 4246.26

75 30 1.33 205.50 68.50 3544.88 1.468 330.30 0 2000 5875.18 587.52 6462.70 4859.17

85 30 1.2 210.00 70.00 3622.5 1.500 337.50 0 2000 5960.00 596 6556.00 5463.33

95 40 1.39 270.10 90.03 4659.05 1.929 434.03 0 2000 7093.08 709.31 7802.39 5613.23

105 40 1.28 274.80 91.60 4740.3 1.963 441.68 0 2000 7181.98 718.2 7900.18 6172.02

130 40 1.07 284.20 94.73 4902.28 2.030 456.75 0 2000 7359.03 735.9 8094.93 7565.36

155 40 0.91 288.10 96.03 4969.55 2.058 463.05 0 2000 7432.60 743.26 8175.86 8984.46

180 40 0.8 294.00 98.00 5071.5 2.100 472.50 0 2000 7544.00 754.4 8298.40 10373

230 40 0.64 300.40 100.13 5181.73 2.146 482.85 0 2000 7664.58 766.46 8431.04 13173.5

280 45 0.6 342.00 114.00 5899.5 2.443 549.68 0 2000 8449.18 844.92 9294.10 15490.17

400 45 0.43 350.00 116.67 6037.67 2.500 562.50 0 2000 8600.17 860.02 9460.19 22000.44

520 45 0.33 349.20 116.40 6023.7 2.494 561.15 0 2000 8584.85 858.49 9443.34 28616.18

640 45 0.27 351.60 117.20 6065.1 2.511 564.98 0 2000 8630.08 863.01 9493.09 35159.59

760 45 0.23 355.60 118.53 6133.93 2.540 571.50 0 2000 8705.43 870.54 9575.97 41634.65

880 45 0.2 358.00 119.33 6175.33 2.557 575.33 0 2000 8750.66 875.07 9625.73 48128.65

1000 45 0.18 366.00 122.00 6313.5 2.614 588.15 0 2000 8901.65 890.17 9791.82 54399

1120 45 0.16 364.40 121.47 6286.07 2.603 585.68 0 2000 8871.75 887.18 9758.93 60993.31

STATEMENT III

Excluding loading, unloading and stacking


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 5.75 cum

0.5 661.57 110.26 137.83 119.85 220.52 115.06 120.29 140.76 110.26 115.06

1 717.47 119.58 149.47 129.98 239.16 124.78 130.45 152.65 119.58 124.78

1.5 772.18 128.7 160.87 139.89 257.39 134.29 140.40 164.29 128.70 134.29

2 824.69 137.45 171.81 149.40 274.90 143.42 149.94 175.47 137.45 143.42

2.5 878.89 146.48 183.1 159.22 292.96 152.85 159.80 187.00 146.48 152.85

3 930.88 155.15 193.93 168.64 310.29 161.89 169.25 198.06 155.15 161.89

3.5 982.51 163.75 204.69 177.99 327.50 170.87 178.64 209.04 163.75 170.87

4 1033.46 172.24 215.3 187.22 344.49 179.73 187.90 219.89 172.24 179.73

4.5 1083.37 180.56 225.7 196.26 361.12 188.41 196.98 230.50 180.56 188.41

5 1133.53 188.92 236.15 205.35 377.84 197.14 206.10 241.18 188.92 197.14

6 1233.81 205.64 257.04 223.52 411.27 214.58 224.33 262.51 205.64 214.58

7 1332.95 222.16 277.7 241.48 444.32 231.82 242.35 283.61 222.16 231.82

8 1434.21 239.04 298.79 259.82 478.07 249.43 260.77 305.15 239.04 249.43

9 1525.97 254.33 317.91 276.44 508.66 265.39 277.45 324.67 254.33 265.39

10 1616.47 269.41 336.76 292.84 538.82 281.13 293.90 343.93 269.41 281.13

15 1942.72 323.79 404.73 351.94 647.57 337.86 353.22 413.34 323.79 337.86

20 2390.29 398.38 497.98 433.02 796.76 415.70 434.60 508.57 398.38 415.70

25 2754.83 459.14 573.92 499.06 918.28 479.10 500.88 586.13 459.14 479.10

30 3196.2 532.7 665.88 579.02 1065.40 555.86 581.13 680.04 532.70 555.86

35 3362.99 560.5 700.62 609.24 1121.00 584.87 611.45 715.53 560.50 584.87

40 3763.22 627.2 784 681.74 1254.41 654.47 684.22 800.69 627.20 654.47

45 4160.08 693.35 866.68 753.64 1386.69 723.49 756.38 885.12 693.35 723.49

50 4553.45 758.91 948.64 824.90 1517.82 791.90 827.90 968.82 758.91 791.90

60 5218.06 869.68 1087.1 945.30 1739.35 907.49 948.74 1110.23 869.68 907.49

70 6000.72 1000.12 1250.15 1087.09 2000.24 1043.60 1091.04 1276.75 1000.12 1043.60

80 6784.23 1130.71 1413.38 1229.03 2261.41 1179.87 1233.50 1443.45 1130.71 1179.87

90 7563.93 1260.66 1575.82 1370.28 2521.31 1315.47 1375.26 1609.35 1260.66 1315.47

100 8047.29 1341.22 1676.52 1457.84 2682.43 1399.53 1463.14 1712.19 1341.22 1399.53

125 9155.25 1525.88 1907.34 1658.56 3051.75 1592.22 1664.59 1947.93 1525.88 1592.22

150 10867.86 1811.31 2264.14 1968.82 3622.62 1890.06 1975.97 2312.31 1811.31 1890.06

175 12585.07 2097.51 2621.89 2279.90 4195.02 2188.71 2288.19 2677.67 2097.51 2188.71

200 14278.32 2379.72 2974.65 2586.65 4759.44 2483.19 2596.06 3037.94 2379.72 2483.19

250 17771.68 2961.95 3702.43 3219.51 5923.89 3090.73 3231.21 3781.21 2961.95 3090.73

300 20242.8 3373.8 4217.25 3667.17 6747.60 3520.49 3680.51 4306.98 3373.80 3520.49

420 28073.68 4678.95 5848.68 5085.81 9357.89 4882.38 5104.31 5973.12 4678.95 4882.38

540 36046.75 6007.79 7509.74 6530.21 12015.58 6269.00 6553.95 7669.52 6007.79 6269.00

660 44173.88 7362.31 9202.89 8002.51 14724.63 7682.41 8031.61 9398.70 7362.31 7682.41

780 52205.5 8700.92 10876.15 9457.52 17401.83 9079.22 9491.91 11107.55 8700.92 9079.22

900 59168.45 9861.41 12326.76 10718.92 19722.82 10290.17 10757.90 12589.03 9861.41 10290.17

1020 67999.76 11333.29 14166.62 12318.80 22666.59 11826.05 12363.59 14468.03 11333.29 11826.05

1140 76403.07 12733.85 15917.31 13841.14 25467.69 13287.49 13891.47 16255.97 12733.85 13287.49

STATEMENT VI



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.

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.

0.5 661.57 94.51 147.02 120.29 220.52 94.51 189.02 206.74 66.16 330.79

1 717.47 102.50 159.44 130.45 239.16 102.50 204.99 224.21 71.75 358.74

1.5 772.18 110.31 171.60 140.40 257.39 110.31 220.62 241.31 77.22 386.09

2 824.69 117.81 183.26 149.94 274.90 117.81 235.63 257.72 82.47 412.35

2.5 878.89 125.56 195.31 159.80 292.96 125.56 251.11 274.65 87.89 439.45

3 930.88 132.98 206.86 169.25 310.29 132.98 265.97 290.90 93.09 465.44

3.5 982.51 140.36 218.34 178.64 327.50 140.36 280.72 307.03 98.25 491.26

4 1033.46 147.64 229.66 187.90 344.49 147.64 295.27 322.96 103.35 516.73

4.5 1083.37 154.77 240.75 196.98 361.12 154.77 309.53 338.55 108.34 541.69

5 1133.53 161.93 251.90 206.10 377.84 161.93 323.87 354.23 113.35 566.77

6 1233.81 176.26 274.18 224.33 411.27 176.26 352.52 385.57 123.38 616.91

7 1332.95 190.42 296.21 242.35 444.32 190.42 380.84 416.55 133.30 666.48

8 1434.21 204.89 318.71 260.77 478.07 204.89 409.77 448.19 143.42 717.11

9 1525.97 218.00 339.10 277.45 508.66 218.00 435.99 476.87 152.60 762.99

10 1616.47 230.92 359.22 293.90 538.82 230.92 461.85 505.15 161.65 808.24

15 1942.72 277.53 431.72 353.22 647.57 277.53 555.06 607.10 194.27 971.36

20 2390.29 341.47 531.18 434.60 796.76 341.47 682.94 746.97 239.03 1195.15

25 2754.83 393.55 612.18 500.88 918.28 393.55 787.09 860.88 275.48 1377.42

30 3196.20 456.60 710.27 581.13 1065.40 456.60 913.20 998.81 319.62 1598.10

35 3362.99 480.43 747.33 611.45 1121.00 480.43 960.85 1050.93 336.30 1681.50

40 3763.22 537.60 836.27 684.22 1254.41 537.60 1075.21 1176.01 376.32 1881.61

45 4160.08 594.30 924.46 756.38 1386.69 594.30 1188.59 1300.03 416.01 2080.04

50 4553.45 650.49 1011.88 827.90 1517.82 650.49 1300.99 1422.95 455.35 2276.73

60 5218.06 745.44 1159.57 948.74 1739.35 745.44 1490.87 1630.64 521.81 2609.03

70 6000.72 857.25 1333.49 1091.04 2000.24 857.25 1714.49 1875.23 600.07 3000.36

80 6784.23 969.18 1507.61 1233.50 2261.41 969.18 1938.35 2120.07 678.42 3392.12

90 7563.93 1080.56 1680.87 1375.26 2521.31 1080.56 2161.12 2363.73 756.39 3781.97

100 8047.29 1149.61 1788.29 1463.14 2682.43 1149.61 2299.23 2514.78 804.73 4023.65

125 9155.25 1307.89 2034.50 1664.59 3051.75 1307.89 2615.79 2861.02 915.53 4577.63

150 10867.86 1552.55 2415.08 1975.97 3622.62 1552.55 3105.10 3396.21 1086.79 5433.93

175 12585.07 1797.87 2796.68 2288.19 4195.02 1797.87 3595.73 3932.83 1258.51 6292.54

200 14278.32 2039.76 3172.96 2596.06 4759.44 2039.76 4079.52 4461.98 1427.83 7139.16

250 17771.68 2538.81 3949.26 3231.21 5923.89 2538.81 5077.62 5553.65 1777.17 8885.84

300 20242.80 2891.83 4498.40 3680.51 6747.60 2891.83 5783.66 6325.88 2024.28 10121.40

420 28073.68 4010.53 6238.60 5104.31 9357.89 4010.53 8021.05 8773.03 2807.37 14036.84

540 36046.75 5149.54 8010.39 6553.95 12015.58 5149.54 10299.07 11264.61 3604.68 18023.38

660 44173.88 6310.55 9816.42 8031.61 14724.63 6310.55 12621.11 13804.34 4417.39 22086.94

780 52205.50 7457.93 11601.22 9491.91 17401.83 7457.93 14915.86 16314.22 5220.55 26102.75

900 59168.45 8452.64 13148.54 10757.90 19722.82 8452.64 16905.27 18490.14 5916.85 29584.23

1020 67999.76 9714.25 15111.06 12363.59 22666.59 9714.25 19428.50 21249.93 6799.98 33999.88

1140 76403.07 10914.72 16978.46 13891.47 25467.69 10914.72 21829.45 23875.96 7640.31 38201.54


STATEMENT VII


Lead

in km

Cost / tripR.C.C. STEEL CYLINDER, R.C PIPES, C.I. PIPES,, UNREINFORCED CEMENT PIPES, PRECAST COCRETE PIPES

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

UNIT PER 100 RMT

0.5 661.57 225.95 301.26 361.51 602.52 821.62 1063.28 1205.05 2259.46 3615.14 4410.47 13231.4

1 717.47 245.04 326.72 392.06 653.43 891.05 1153.12 1306.87 2450.38 3920.6 4783.13 14349.4

1.5 772.18 263.72 351.63 421.96 703.26 958.99 1241.05 1406.52 2637.23 4219.56 5147.87 15443.6

2 824.69 281.66 375.54 450.65 751.08 1024.21 1325.44 1502.17 2816.56 4506.5 5497.93 16493.8

2.5 878.89 300.17 400.22 480.27 800.45 1091.52 1412.55 1600.89 3001.67 4802.68 5859.27 17577.8

3 930.88 317.92 423.9 508.68 847.8 1156.09 1496.11 1695.59 3179.23 5086.78 6205.87 18617.6

3.5 982.51 335.56 447.41 536.89 894.82 1220.21 1579.09 1789.64 3355.57 5368.91 6550.07 19650.2

4 1033.46 352.96 470.61 564.73 941.22 1283.48 1660.98 1882.44 3529.58 5647.32 6889.73 20669.2

4.5 1083.37 370 493.34 592.01 986.68 1345.47 1741.19 1973.35 3700.03 5920.05 7222.47 21667.4

5 1133.53 387.13 516.18 619.42 1032.36 1407.76 1821.81 2064.72 3871.35 6194.15 7556.87 22670.6

6 1233.81 421.38 561.84 674.21 1123.69 1532.3 1982.98 2247.38 4213.83 6742.13 8225.4 24676.2

7 1332.95 455.24 606.99 728.39 1213.98 1655.43 2142.32 2427.96 4552.42 7283.88 8886.33 26659

8 1434.21 489.83 653.1 783.72 1306.2 1781.18 2305.06 2612.4 4898.26 7837.21 9561.4 28684.2

9 1525.97 521.16 694.89 833.86 1389.77 1895.14 2452.54 2779.54 5211.65 8338.63 10173.13 30519.4

10 1616.47 552.07 736.1 883.32 1472.19 2007.54 2597.99 2944.39 5520.73 8833.17 10776.47 32329.4

15 1942.72 663.5 884.66 1061.6 1769.33 2412.72 3122.34 3538.65 6634.97 10615.96 12951.47 38854.4

20 2390.29 816.36 1088.47 1306.17 2176.95 2968.57 3841.67 4353.9 8163.56 13061.69 15935.27 47805.8

25 2754.83 940.86 1254.48 1505.37 2508.95 3421.3 4427.56 5017.91 9408.57 15053.72 18365.53 55096.6

30 3196.2 1091.6 1455.46 1746.56 2910.93 3969.45 5136.93 5821.86 10915.98 17465.57 21308 63924

35 3362.99 1148.56 1531.42 1837.7 3062.83 4176.59 5405 6125.66 11485.62 18376.99 22419.93 67259.8

40 3763.22 1285.25 1713.67 2056.4 3427.34 4673.65 6048.25 6854.68 12852.53 20564.04 25088.13 75264.4

45 4160.08 1420.79 1894.39 2273.27 3788.78 5166.52 6686.08 7577.56 14207.92 22732.68 27733.87 83201.6

50 4553.45 1555.14 2073.52 2488.22 4147.04 5655.05 7318.31 8294.08 15551.4 24882.24 30356.33 91069

60 5218.06 1782.12 2376.17 2851.4 4752.33 6480.45 8386.47 9504.66 17821.24 28513.99 34787.07 104361.2

70 6000.72 2049.43 2732.57 3279.08 5465.14 7452.46 9644.36 10930.27 20494.26 32790.82 40004.8 120014.4

80 6784.23 2317.02 3089.36 3707.23 6178.72 8425.52 10903.62 12357.43 23170.18 37072.3 45228.2 135684.6

90 7563.93 2583.31 3444.41 4133.3 6888.83 9393.85 12156.75 13777.65 25833.09 41332.95 50426.2 151278.6

100 8047.29 2748.39 3664.52 4397.43 7329.04 9994.15 12933.61 14658.09 27483.91 43974.26 53648.6 160945.8

125 9155.25 3126.79 4169.06 5002.87 8338.11 11370.16 14714.32 16676.23 31267.93 50028.69 61035 183105

150 10867.86 3711.7 4948.93 5938.72 9897.87 13497.09 17466.83 19795.74 37117.01 59387.21 72452.4 217357.2

175 12585.07 4298.18 5730.91 6877.09 11461.81 15629.74 20226.73 22923.62 42981.8 68770.87 83900.47 251701.4

200 14278.32 4876.48 6501.97 7802.36 13003.93 17732.64 22948.12 26007.87 48764.75 78023.61 95188.8 285566.4

250 17771.68 6069.56 8092.75 9711.3 16185.5 22071.14 28562.65 32371 60695.63 97113.01 118477.9 355433.6

300 20242.8 6913.52 9218.03 11061.64 18436.07 25140.09 32534.23 36872.13 69135.25 110616.39 134952 404856

420 28073.68 9588.01 12784.01 15340.81 25568.01 34865.47 45120.03 51136.03 95880.05 153408.09 187157.9 561473.6

540 36046.75 12311.05 16414.73 19697.68 32829.46 44767.45 57934.35 65658.93 123110.48 196976.78 240311.7 720935

660 44173.88 15086.71 20115.61 24138.73 40231.22 54860.76 70996.27 80462.44 150867.08 241387.32 294492.5 883477.6

780 52205.5 17829.75 23773 28527.6 47545.99 64835.44 83904.69 95091.99 178297.47 285275.96 348036.7 1044110

900 59168.45 20207.8 26943.74 32332.49 53887.48 73482.92 95095.55 107774.95 202078.04 323324.86 394456.3 1183369

1020 67999.76 23223.96 30965.28 37158.34 61930.56 84450.77 109289.23 123861.13 232239.62 371583.39 453331.7 1359995

1140 76403.07 26093.94 34791.93 41750.31 69583.85 94887.07 122795.03 139167.7 260939.45 417503.11 509353.8 1528061

STATEMENT VIII



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

Pay Load 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

Unit Per 100 Rmt

0.5 661.57 137.83 275.65 490.05 630.07 787.58 1002.38 1538.53 2450.26

1 717.47 149.47 298.95 531.46 683.3 854.13 1087.08 1668.53 2657.3

1.5 772.18 160.87 321.74 571.99 735.41 919.26 1169.97 1795.77 2859.93

2 824.69 171.81 343.62 610.88 785.42 981.77 1249.53 1917.88 3054.41

2.5 878.89 183.1 366.2 651.03 837.04 1046.3 1331.65 2043.93 3255.15

3 930.88 193.93 387.87 689.54 886.55 1108.19 1410.42 2164.84 3447.7

3.5 982.51 204.69 409.38 727.79 935.72 1169.65 1488.65 2284.91 3638.93

4 1033.46 215.3 430.61 765.53 984.25 1230.31 1565.85 2403.4 3827.63

4.5 1083.37 225.7 451.4 802.5 1031.78 1289.73 1641.47 2519.47 4012.48

5 1133.53 236.15 472.3 839.65 1079.55 1349.44 1717.47 2636.12 4198.26

6 1233.81 257.04 514.09 913.93 1175.06 1468.82 1869.41 2869.33 4569.67

7 1332.95 277.7 555.4 987.37 1269.48 1586.85 2019.62 3099.88 4936.85

8 1434.21 298.79 597.59 1062.38 1365.91 1707.39 2173.05 3335.37 5311.89

9 1525.97 317.91 635.82 1130.35 1453.3 1816.63 2312.08 3548.77 5651.74

10 1616.47 336.76 673.53 1197.39 1539.5 1924.37 2449.2 3759.23 5986.93

15 1942.72 404.73 809.47 1439.05 1850.21 2312.76 2943.52 4517.95 7195.26

20 2390.29 497.98 995.95 1770.59 2276.47 2845.58 3621.65 5558.81 8852.93

25 2754.83 573.92 1147.85 2040.61 2623.65 3279.56 4173.98 6406.58 10203.07

30 3196.2 665.88 1331.75 2367.56 3044 3805 4842.73 7433.02 11837.78

35 3362.99 700.62 1401.25 2491.1 3202.85 4003.56 5095.44 7820.91 12455.52

40 3763.22 784 1568.01 2787.57 3584.02 4480.02 5701.85 8751.67 13937.85

45 4160.08 866.68 1733.37 3081.54 3961.98 4952.48 6303.15 9674.6 15407.7

50 4553.45 948.64 1897.27 3372.93 4336.62 5420.77 6899.17 10589.42 16864.63

60 5218.06 1087.1 2174.19 3865.23 4969.58 6211.98 7906.15 12135.02 19326.15

70 6000.72 1250.15 2500.3 4444.98 5714.97 7143.71 9092 13955.16 22224.89

80 6784.23 1413.38 2826.76 5025.36 6461.17 8076.46 10279.14 15777.28 25126.78

90 7563.93 1575.82 3151.64 5602.91 7203.74 9004.68 11460.5 17590.53 28014.56

100 8047.29 1676.52 3353.04 5960.96 7664.09 9580.11 12192.86 18714.63 29804.78

125 9155.25 1907.34 3814.69 6781.67 8719.29 10899.11 13871.59 21291.28 33908.33

150 10867.86 2264.14 4528.28 8050.27 10350.34 12937.93 16466.45 25274.09 40251.33

175 12585.07 2621.89 5243.78 9322.27 11985.78 14982.23 19068.29 29267.6 46611.37

200 14278.32 2974.65 5949.3 10576.53 13598.4 16998 21633.82 33205.4 52882.67

250 17771.68 3702.43 7404.87 13164.21 16925.41 21156.76 26926.79 41329.49 65821.04

300 20242.8 4217.25 8434.5 14994.67 19278.86 24098.57 30670.91 47076.28 74973.33

420 28073.68 5848.68 11697.37 20795.32 26736.84 33421.05 42535.88 65287.63 103976.59

540 36046.75 7509.74 15019.48 26701.3 34330.24 42912.8 54616.29 83829.65 133506.48

660 44173.88 9202.89 18405.78 32721.39 42070.36 52587.95 66930.12 102729.95 163606.96

780 52205.5 10876.15 21752.29 38670.74 49719.52 62149.4 79099.24 121408.14 193353.7

900 59168.45 12326.76 24653.52 43828.48 56350.9 70438.63 89649.17 137601.05 219142.41

1020 67999.76 14166.62 28333.23 50370.19 64761.68 80952.1 103029.94 158138.98 251850.96

1140 76403.07 15917.31 31834.61 56594.87 72764.83 90956.04 115762.23 177681.56 282974.33


STONEWARE PIPES

STATEMENT IX


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

0.50 661.57 73.51 73.51 147.02 73.51 115.06

1.00 717.47 79.72 79.72 159.44 79.72 124.78

1.50 772.18 85.80 85.80 171.60 85.80 134.29

2.00 824.69 91.63 91.63 183.26 91.63 143.42

2.50 878.89 97.65 97.65 195.31 97.65 152.85

3.00 930.88 97.65 97.65 195.31 103.43 161.89

3.50 982.51 109.17 109.17 218.34 109.17 170.87

4.00 1033.46 114.83 114.83 229.66 114.83 179.73

4.50 1083.37 120.37 120.37 240.75 120.37 188.41

5.00 1133.53 125.95 125.95 251.90 125.95 197.14

6.00 1233.81 137.09 137.09 274.18 137.09 214.58

7.00 1332.95 148.11 148.11 296.21 148.11 231.82

8.00 1434.21 159.36 159.36 318.71 159.36 249.43

9.00 1525.97 169.55 169.55 339.10 169.55 265.39

10.00 1616.47 179.61 179.61 359.22 179.61 281.13

15.00 1942.72 215.86 215.86 431.72 215.86 337.86

20.00 2390.29 265.59 265.59 531.18 265.59 415.70

25.00 2754.83 306.09 306.09 612.18 306.09 479.10

30.00 3196.2 355.13 355.13 710.27 355.13 555.86

35.00 3362.99 373.67 373.67 747.33 373.67 584.87

40.00 3763.22 418.14 418.14 836.27 418.14 654.47

45.00 4160.08 462.23 462.23 924.46 462.23 723.49

50.00 4553.45 505.94 505.94 1011.88 505.94 791.90

60.00 5218.06 579.78 579.78 1159.57 579.78 907.49

70.00 6000.72 666.75 666.75 1333.49 666.75 1043.60

80.00 6784.23 753.80 753.80 1507.61 753.80 1179.87

90.00 7563.93 840.44 840.44 1680.87 840.44 1315.47

100.00 8047.29 894.14 894.14 1788.29 894.14 1399.53

125.00 9155.25 1017.25 1017.25 2034.50 1017.25 1592.22

150.00 10867.86 1207.54 1207.54 2415.08 1207.54 1890.06

175.00 12585.07 1398.34 1398.34 2796.68 1398.34 2188.71

200.00 14278.32 1586.48 1586.48 3172.96 1586.48 2483.19

250.00 17771.68 1974.63 1974.63 3949.26 1974.63 3090.73

300.00 20242.8 2249.20 2249.20 4498.40 2249.20 3520.49

420.00 28073.68 3119.30 3119.30 6238.60 3119.30 4882.38

540.00 36046.75 4005.19 4005.19 8010.39 4005.19 6269.00

660.00 44173.88 4908.21 4908.21 9816.42 4908.21 7682.41

780.00 52205.5 5800.61 5800.61 11601.22 5800.61 9079.22

900.00 59168.45 6574.27 6574.27 13148.54 6574.27 10290.17

1020.00 67999.76 7555.53 7555.53 15111.06 7555.53 11826.05

1140.00 76403.07 8489.23 8489.23 16978.46 8489.23 13287.49

STATEMENT IV



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

0.5 389.32 43.26 43.26 86.52

1 430.28 47.81 47.81 95.62

1.5 470.57 52.29 52.29 104.57

2 509.58 56.62 56.62 113.24

2.5 549.55 61.06 61.06 122.12

3 588.28 61.06 61.06 122.12

3.5 626.79 69.64 69.64 139.29

4 664.89 73.88 73.88 147.75

4.5 702.42 78.05 78.05 156.09

5 740.1 82.23 82.23 164.47

6 815.4 90.60 90.60 181.20

7 890.03 98.89 98.89 197.78

8 965.89 107.32 107.32 214.64

9 1036.31 115.15 115.15 230.29

10 1106 122.89 122.89 245.78

15 1381.76 153.53 153.53 307.06

20 1727.34 191.93 191.93 383.85

25 1990.09 221.12 221.12 442.24

30 2327.32 258.59 258.59 517.18

35 2512.21 279.13 279.13 558.27

40 2826.58 314.06 314.06 628.13

45 3139.14 348.79 348.79 697.59

50 3449.73 383.30 383.30 766.61

55 3640.99 404.55 404.55 809.11

65 4246.26 471.81 471.81 943.61

75 4859.17 539.91 539.91 1079.82

85 5463.33 607.04 607.04 1214.07

95 5613.23 623.69 623.69 1247.38

105 6172.02 685.78 685.78 1371.56

130 7565.36 840.60 840.60 1681.19

155 8984.46 998.27 998.27 1996.55

180 10373 1152.56 1152.56 2305.11

230 13173.5 1463.72 1463.72 2927.44

280 15490.17 1721.13 1721.13 3442.26

400 22000.44 2444.49 2444.49 4888.99

520 28616.18 3179.58 3179.58 6359.15

640 35159.59 3906.62 3906.62 7813.24

760 41634.65 4626.07 4626.07 9252.14

880 48128.65 5347.63 5347.63 10695.26

1000 54399 6044.33 6044.33 12088.67

1120 60993.31 6777.03 6777.03 13554.07

STATEMENT V

Excluding loading, unloading and stacking


Lead in

kmCost per trip.

50mm dia. 80mm dia. 100mm dia. 150mm dia.

Pay Load. M 960.00 576.00 512.00 288.00

1 2 3 4 5 6

Unit : Per 100 RMT.

0.5 661.57 68.91 114.86 129.21 229.71

1 717.47 74.74 124.56 140.13 249.12

1.5 772.18 80.44 134.06 150.82 268.12

2 824.69 85.91 143.18 161.07 286.35

2.5 878.89 91.55 152.59 171.66 305.17

3 930.88 96.97 161.61 181.81 323.22

3.5 982.51 102.34 170.57 191.90 341.15

4 1033.46 107.65 179.42 201.85 358.84

4.5 1083.37 112.85 188.09 211.60 376.17

5 1133.53 118.08 196.79 221.39 393.59

6 1233.81 128.52 214.20 240.98 428.41

7 1332.95 138.85 231.41 260.34 462.83

8 1434.21 149.40 248.99 280.12 497.99

9 1525.97 158.96 264.93 298.04 529.85

10 1616.47 168.38 280.64 315.72 561.27

15 1942.72 202.37 337.28 379.44 674.56

20 2390.29 248.99 414.98 466.85 829.96

25 2754.83 286.96 478.27 538.05 956.54

30 3196.2 332.94 554.90 624.26 1109.79

35 3362.99 350.31 583.85 656.83 1167.70

40 3763.22 392.00 653.34 735.00 1306.67

45 4160.08 433.34 722.24 812.52 1444.47

50 4553.45 474.32 790.53 889.35 1581.06

60 5218.06 543.55 905.91 1019.15 1811.83

70 6000.72 625.08 1041.79 1172.02 2083.58

80 6784.23 706.69 1177.82 1325.04 2355.64

90 7563.93 787.91 1313.18 1477.33 2626.36

100 8047.29 838.26 1397.10 1571.74 2794.20

125 9155.25 953.67 1589.45 1788.13 3178.91

150 10867.86 1132.07 1886.78 2122.63 3773.56

175 12585.07 1310.94 2184.91 2458.02 4369.82

200 14278.32 1487.33 2478.88 2788.73 4957.75

250 17771.68 1851.22 3085.36 3471.03 6170.72

300 20242.8 2108.63 3514.38 3953.67 7028.75

420 28073.68 2924.34 4873.90 5483.14 9747.81

540 36046.75 3754.87 6258.12 7040.38 12516.23

660 44173.88 4601.45 7669.08 8627.71 15338.15

780 52205.5 5438.07 9063.45 10196.39 18126.91

900 59168.45 6163.38 10272.30 11556.34 20544.60

1020 67999.76 7083.31 11805.51 13281.20 23611.03

1140 76403.07 7958.65 13264.42 14922.47 26528.84

STATEMENT ‘E’

Including loading, unloading & stacking.

Asbestos cement pipes


Section - D

Cement Consumption &

Weight of Pipes

Page No. 26

Page No. 27

Page No. 28

Page No. 29

Page No. 30

Page No. 31

Page No. 32

Section - E

Excavation

SECTION - E - EXCAVATION

Complete Labour Complete Labour

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, normal dewatering,

preparing the bed for foundation and

excluding backfilling, etc. complete.

(Bd-A-1/259)

Lift 0 to 1.5 M Cum 128.00 128.00


in hard murum including removing the

excavated material upto a distance 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-A-2/259)

Lift 0 to 1.5 M Cum 143.00 143.00


in hard 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

dewatering, preparing the bed for

foundation and excluding backfilling, etc.

complete.

(Bd-A-3/259)

Lift 0 to 1.5 M Cum 161.00 159.00

4 Add for every additional lift of 1.5 M

beyond initial lift of 1.5 M for Item Nos. 1

to 3

Cum 12.00 12.00


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

the 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 Cum 449.00 398.00


in hard 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)

6

5

2

3

Rate (Rs.) 2013-14Sr. No. Description Unit Rate (Rs.) 2012-13

1

(Section-E, Excavation) Page No.33



Lift 0 to 1.5 M Cum 599.00 489.00


in hard 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-6/259)

Lift 0 to 1.5 M Cum 779.00 749.00

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

shuttering item but excluding backfilling,

etc. complete. Providing and fixing

shuttering shall be paid separately.

Lift 0 to 1.5 M Cum 312.00 158.00

9 Add for every additional lift of 1.5 M

beyond initial lift of 1.5 M for Item Nos. 5

to 8

Cum 21.00 21.00

HEAD WORKS10 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 1.5M

and lead of 150 M including barricading,

guarding, disposing off surplus excavated

stuff within a radius of 0.5 km. as 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

Cum 351.00 350.00

b) For Head Works on nalla or any other site

of GSDA for initial lift of 0 to 1.5 M

Cum 246.00 244.00

c) Add for each additional lift of 1.5 M

beyond initial lift 1.5 M

Cum 21.00 21.00

7




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 barricading,

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

submergence for initial lift of 0 to 1.5 M

Cum 779.00 608.00

b) For Head Works on nalla or any other site

of GSDA for initial lift of 0 to 1.5 M

Cum 539.00 389.00

c) Add for each additional lift of 1.5 M


Cum 21.00 21.00

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 off surplus excavated stuff as

directed by Engineer-in-charge, etc.

complete.

a) Diameter upto and including 3 M Cum 719.00 689.00

b) Diameter more than 3 M Cum 599.00 572.00

13 Desilting the Supply Well, Intake Well /

Head Works, Sump of water supply /

sewerage works etc. in wet or dry

condition including lifts upto 9 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.

Cum 599.00 574.00

Add for each additional lift of 1.5 M


Cum 19.00 19.00

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.

(Bd-A-9/261)

(i) The Contractor at his request may be

allowed to start construction of masonry

steining so as not to allow silting of well in

oncoming monsoon and while paying

masonry, 25% amount shall be withheld

and released only when excavation to the

full depth is completed.

60.00 12.0014 HP/ Hr.




(ii) 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% for 2 M depth which is just above last

1 M depth.

15% for 2 M depth which is just above last

3 M depth.

15% for the rest of depth from water table

level.

The above conditions will restrict the

tendencies of agencies to avoid

deepening of wells, etc. to the required

depth.

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.

Cum 60.00 58.00

Filling in plinth and floors murum bedding

in trenches with approved murum from

excavated materials from foundation in 15

cm to 20 cm layers including watering and

compaction, etc. complete.

(Bd-A-10/263)

Filling in plinth and floors / trenches with

contractor's murum for bedding in 15 cm

to 20 cm layers including watering and


(Bd-A-11/263)

Providing dry trap/ granite/ quartzite/

gneiss, rubble stone soling in 15 cm to 20

cm thick layers including hand packing

and compacting, etc. complete.

(Bd-A-12/264)

Providing and filling in sand boxing in

pipeline or for foundation with sand of

approved quality including watering and


(Bd-A-13/264)

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)

(N.B.O. Item No. 4-15, P.No. 59)

a) Lift 0 to 1.5 M for non-water logged

area

Sqm 194.00 7.00

Additional per Sqm for further lifts of 1.5

M each

Sqm 27.00 17.00

20

789.00 126.00

869.00 292.0018 Cum

19 Cum

16 Cum 60.00 58.00

17 Cum 629.00 58.00




b) Lift 0 to 1.5 for water logged area Sqm 202.00 14.00

Additional per Sqm for further lifts of 1.5

M each

Sqm 23.00 14.00

Note : For the trenches with more than

1.5 M depth, shoring if required from GL

is to be done and is payable from GL.


Section - F

Iron & Structural Steel Work

SECTION - F - IRON & STRUCTURAL STEEL WORK


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)

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)

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

designs 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

paint and over it two coats of oil painting,

etc. complete.

(Bd-C-3/275)

Providing structural 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



etc. complete.

(Bd-C-6/277)

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)

62638.00 5976.00

59752.00 5466.004 MT

5 MT

Rate (Rs.) 2013-14

3 MT 60671.00 5845.00

2 Sqm 2416.00 226.00

1557.00 87.00

Unit Rate (Rs.) 2012-13Sr. No. Description

1 Sqm

(Section-F, Iron Steel) Page No. 38


Rate (Rs.) 2013-14Unit Rate (Rs.) 2012-13Sr. No. Description

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 riveted / bolted / welded



etc. complete.

(Bd-C-8/278)

6 MT 73578.00 13692.00

(Section-F, Iron Steel) Page No. 39

Section - G

Plain Cement Concrete,

Reinforced Cement Concrete


1 Providing and laying in situ following grades

of Cement Concrete of trap/ granite /

quartzite / gneiss metal for foundation and

bedding including dewatering, form work,

compaction, curing, finishing etc. complete.

Spec. No. - Bd E /1 Page No. 287 and B-7,

Page No. 38

a) M-100 Cum 3556.00 709.00

b) M-150 Cum 4006.00 709.00

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, form work, bally, 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 reinforcement)

a) In RCC M-150 Cum 4818.00 851.00

b) In RCC M-200 Cum 4910.00 852.00

c) In RCC M-250 Cum 5447.00 853.00

d) In RCC M-300 Cum 5688.00 855.00

3 Providing and casting in situ Cement

Concrete of trap/ granite / quartzite / gneiss

metal of approved quality for RCC works as

per detailed drawings and designs or as

directed by Engineer-in-charge including

normal dewatering, centering, form work,

bally, steel propups, compaction, finishing the

formed surfaces with CM 1:3 of sufficient

minimum thickness to give a smooth and

even surface whereever necessary or

roughning 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)

For all types of Columns

a) In RCC M-200 Cum 6615.00 853.00

b) In RCC M-250 Cum 7154.00 878.00

c) In RCC M-300 Cum 7393.00 856.00

SECTION - G - PLAIN CEMENT CONCRETE,

REINFORCED CEMENT CONCRETE


(Section-G, PCC / RCC) Page No. 40



4 Providing and casting in situ C.C. of trap /

granite/ quartzite / gneiss metal of approved

quality for RCC works as per detailed

drawings and designs or as directed by

Engineer-in-charge including normal

dewatering, centering, form work, bally, steel

propups, compaction, finishing the formed

surfaces with C.M. 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, etc.






For Beams / Braces / Lintels

a) In RCC M-200 Cum 6570.00 853.00

b) In RCC M-250 Cum 7073.00 855.00

c) In RCC M-300 Cum 7313.00 856.00

















Slabs / Landings / Vertical Walls / Waist

Slabs / Steps for Staircase

a) In RCC M-200 Cum 7154.00 853.00

b) In RCC M-250 Cum 7691.00 855.00

c) In RCC M-300 Cum 7932.00 880.00

















Chajjas / Parapets / Curtain Walls / Partition

Walls / Pardies




a) In RCC M-200 Cum 7245.00 853.00

b) In RCC M-250 Cum 7783.00 855.00

c) In RCC M-300 Cum 8023.00 856.00

Providing and laying in situ R.C.C. of trap /


quality for RCC works of domes as per

detailed drawings and designs approved by

Engineer-in-charge including centering,

finishing, roughening the surfaces with

special finish or plaster to be provided

separately, 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.)


Domes

a) In RCC M-200 Cum 7574.00 853.00

b) In RCC M-250 - Bottom Domes only Cum 8126.00 855.00

c) In RCC M-300 - Bottom Domes only Cum 8366.00 856.00

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).

(Bd-F-17/306)

a) Mild Steel MT 58212.00

b) Tor Steel MT 58212.00

c) Corrosion Resistant Steel (Fe 500) MT

d) Only fabrication (Labour) (For

all types of steel)

MT 6183.00

9 Providing fusion bonded epoxy coating to

reinforcement bars as per IS-13620/1993

specification 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 MT 18160.00

2) 10 mm dia MT 16022.00

3) 12 mm dia MT 14618.00

4) 16 mm dia MT 14084.00

5) 20 mm dia MT 12947.00

6) 25 mm dia MT 11744.00

7) 28 mm dia MT 11209.00

8) 32 mm dia MT 10407.00

7

8




B Average Rates ( For estimation only)

1) For 8 mm to 20 mm dia MT 15166.00

2) For above 20 mm dia MT 11120.00

Notes for Estimation

1) All the rates of Reinforced Cement

Concrete Items from 1 to 6 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.

2) 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.

3) 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.R.s. By 5% for

every ring beam below first ring beam for

R.C.C. wells. By 1% building works for every

floor height.

4) Volumetric mix as per 1:1½:3 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 1 bag capacity.

5) Fusion bonded epoxy coating to be

proposed only in Coastal Area with prior

approval of the Chief Engineer.

6) For estimation purpose, average rates as

per Item No. 9b shall be considered wherever

necessary.


Section - H

Miscellaneous

SECTION - H - MISCELLANEOUS


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.

RM 927.00 49.00

A As above but with only 2 rows. RM 748.00 33.00

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

staging upto 12 M height.

i) Congested Area Lit 2.16 2.16

ii) Open Area Lit 1.08 1.08

B Capacity of E.S.R. above 2 lakh litres and

staging upto 12 M height.

i) Congested Area Lit 1.08 1.08

ii) Open Area Lit 1.08 1.08

Note : Above 12 M staging height, add

5% per metre staging of E.S.R. of any

capacity.

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

for compound with 40 mm dia G.I. 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. 27324.00 3443.00

4 Providing and fixing Wicket gate 1.0 M

wide for compound with 40 mm dia G.I.

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. 16101.00 2147.00

Rate (Rs.) 2012-13 Rate (Rs.) 2013-14Sr. No. Description Unit

(Section-H, Miscellaneous) Page No. 44



5 Taking trial bore (Core Bore Sampling) by

Callyx machine with TCT/NX bits to gather

undisturbed strata samples for

investigation in all types of strata, soft soil,

murum, hard murum with boulders, soft

rock, hard rock and quartzite, etc. The

item includes all hire and 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 (50 mm) in other

strata. The item shall also include M.S.

casing pipe of 2.5 mm thick plate in

overburden only and shall be 1.0 M above

GL with cap over it.

a) In overburden (soft soil, murum) RMT 1156.00 126.00

b) In weathered rock with boulders RMT 4568.00 731.00

c) In weathered rock / soft rock RMT 2338.00 364.00

d) In hard rock other than quartzite RMT 3110.00 524.00

e) In hard rock quartzite RMT 6969.00 746.00

6 Providing pressure grouting at a pressure

of 5.6 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.

i) For masonry structure Bag 825.00 127.00

ii) For concrete structure Bag 815.00 127.00

7 Drilling 40 mm dia holes in masonry or

concrete structure with providing and

fixing 0.5 M long G.I. pipeline for pressure

grouting including all material, labour cost

and machinery charges, etc. complete.

RM 731.00 190.00

8 Providing and casting ferrocrate water

tank at site including all cost of labour and

material, etc. complete upto 25,000 litres

(for foundation and providing and fixing

taps, etc. shall be considered separately).

Lit 4.32




9 Providing and applying one coat of

gamma coating or equivalent such as

Dr.Bake, Krishna Conchem, Asian Paint,

Atul Limited, Burger Paint, epoxy primer

50 to 60 microns thick and covering two

coats of gamma coatings or equivalent

such as Dr. Bake, Krishna Conchem,

Asian Paint, Atul Limited, Burger Paints 30

microns thick each to new M.S. pipes and

structural steel or concrete surface

including repainting the surface by

finishing by solvent degreasing and de-

rusting by applying chemical method and

scaffolding if necessary, etc. complete as

per manufacturer's specifications.

Sqm 292.00

10 Making cross connection to existing

distribution main of any type including

excavation, breaking and removing

existing 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.)

i) 80 mm No 1606.00 1365.00

ii) 100 mm No 1833.00 1557.00

iii) 125 mm No 2017.00 1714.00

iv) 150 mm No 2307.00 1960.00

v) 200 mm No 2422.00 2058.00

vi) 250 mm No 2878.00 2446.00

vii) 300 mm No 3504.00 2978.00

viii) 350 mm No 4277.00 3635.00

ix) 400 mm No 4990.00 4241.00

x) 450 mm No 5756.00 4892.00

xi) 500 mm No 7097.00 6032.00

xii) 600 mm No 11971.00 10174.00

xiii) 700 mm No 14837.00 12611.00

xiv) 750 mm No 18736.00 15767.00

xv) 800 mm No 23943.00 20148.00

xvi) 900 mm No 31517.00 26524.00

xvii) 1000 mm No 43788.00 36851.00

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-charge with all leads and lifts

including cleaning the surface, etc.

complete.

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

i) 80 mm RMT 122.00 29.00

ii) 100 mm RMT 134.00 43.00

iii) 125 mm RMT 137.00 46.00

iv) 150 mm RMT 140.00 49.00

v) 200 mm RMT 154.00 58.00

vi) 250 mm RMT 170.00 68.00

vii) 300 mm RMT 185.00 77.00

viii) 350 mm RMT 206.00 95.00

ix) 400 mm RMT 226.00 108.00

x) 450 mm RMT 257.00 119.00

xi) 500 mm RMT 269.00 126.00

xii) 600 mm RMT 329.00 159.00

xiii) 700 mm RMT 384.00 185.00

xiv) 750 mm RMT 431.00 210.00

B For G.I. / A.C. / P.V.C. / S.W. / H.D.P.E.

i) 80 mm RMT 73.00 18.00

ii) 100 mm RMT 81.00 26.00

iii) 125 mm RMT 82.00 27.00

iv) 150 mm RMT 84.00 29.00

v) 200 mm RMT 93.00 35.00

vi) 250 mm RMT 103.00 41.00

vii) 300 mm RMT 110.00 46.00

viii) 350 mm RMT 125.00 57.00

ix) 400 mm RMT 135.00 65.00

x) 450 mm RMT 153.00 72.00

xi) 500 mm RMT 162.00 75.00

xii) 600 mm RMT 198.00 95.00

xiii) 700 mm RMT 230.00 111.00

xiv) 750 mm RMT 259.00 126.00




12 Providing and constructing two taps

standpost as per type design with

excavation 15 cm thick PCC 1:2:4 bedding

20 cm 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 and horizontally upto 15

mm dia self closing water taps and

providing and fixing to 15 mm dia G.I. self

closing water tapsone brass ferrule, etc.

complete together with all labour and

material charges as per drawing and as

directed by Engineer-in-charge when good

foundation is available. Rate includes

draining arrangement by excavating open

gutters.

No 7360.00

A As above but when precast RCC platform

or precast standpost is issued free of cost

at departmental stores including cost of

transportation and fixing, etc. complete.

No 4456.00

13 Providing and constructing two taps

standpost as per type design with

excavation 30 cm thick boulder filling 15

cm thick PCC in 1:2:4 bedding, 20 cm

thick PCC, 1:2:4 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 horizontally and vertically upto

15 mm dia self closing water taps and

providing and fixing two 15 mm dia GI 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

arrangement by excavating open gutters.

No 7483.00

A As above but when precast RCC platform

or precast standpost is issued free of cost

at departmental stores including cost of

transportation and fixing, etc. complete.

No 4581.00


Section - I (I)

C.I. / D.I. Pipes

SECTION - I - (I) CAST IRON / DUCTILE IRON PIPES

1 Providing and supplying ISI mark C.I.

S&S pipes (push on joints pressure

pipes) of CI of following class and

diameters confirming to the IS

specification inclusive cost of jointing

materials (rubber gasket of EPDM

quality) including all statutary duties

and taxes levied by GOI & 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. complete as directed by engineer

incharge. (IS-1536/2001 for Pipes & IS-

158/1969 & IS-12820/1989 or latest

edition/revision with amendments for

rubber gasket.)

A Class 'LA' With E.D. Without E.D.

i) 80 mm RMT 900.00 844.00

ii) 100 mm RMT 1128.00 1058.00

iii) 125 mm RMT 1425.00 1270.00

iv) 150 mm RMT 1831.00 1718.00

v) 200 mm RMT 2636.00 2484.00

vi) 250 mm RMT 3555.00 3348.00

vii) 300 mm RMT 4594.00 4317.00

viii) 350 mm RMT 4537.00 3948.00

ix) 400 mm RMT 5522.00 4806.00

x) 450 mm RMT 6658.00 5794.00

xi) 500 mm RMT 7696.00 6698.00

xii) 600 mm RMT 10253.00 8921.00

xiii) 700 mm RMT 13232.00 11514.00

xiv) 750 mm RMT 14820.00 12897.00

xv) 800 mm RMT 16589.00 14435.00

xvi) 900 mm RMT 20206.00 17582.00

xvii) 1000 mm RMT 24274.00 21122.00

B Class 'A'

i) 80 mm RMT 956.00 852.00

ii) 100 mm RMT 1193.00 1063.00

iii) 125 mm RMT 1552.00 1383.00

iv) 150 mm RMT 1912.00 1703.00

v) 200 mm RMT 2763.00 2461.00

vi) 250 mm RMT 3735.00 3327.00

vii) 300 mm RMT 4833.00 4306.00

Sr. No. Description Unit Rate (Rs.) Rate (Rs.)

2012-13 2013-14

(SECTION - I : (I) C.I. / D.I. PIPES) Page No. 49


2012-13 2013-14

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) 1000 mm RMT 32562.00 29010.00

C Class 'B'

i) 80 mm RMT 1016.00 905.00

ii) 100 mm RMT 1272.00 1134.00

iii) 125 mm RMT 1670.00 1489.00

iv) 150 mm RMT 2058.00 1834.00

v) 200 mm RMT 2987.00 2661.00

vi) 250 mm RMT 4039.00 3598.00

vii) 300 mm 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) 1000 mm RMT 35189.00 31352.00

2 Lowering, laying and jointing with SBR

rubber gaskets C.I. S/S pipes of

various classes with CI / MS specials of

following diameters in proper position,

grade and alignment as directed by

Engineer-in-charge including

conveyance of materials 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 & 12820.

With

rubber ring

i) 80 mm RMT 44.00 50.00

ii) 100 mm RMT 53.00 59.00

iii) 125 mm RMT 66.00 73.00

iv) 150 mm RMT 70.00 79.00

v) 200 mm RMT 94.00 104.00

vi) 250 mm RMT 123.00 135.00

vii) 300 mm RMT 133.00 152.00

viii) 350 mm RMT 166.00 186.00

ix) 400 mm RMT 199.00 230.00

x) 450 mm RMT 199.00 243.00

A CI Class 'LA' / Mortar inlined D.I. K-9 /

K-7

Without

rubber ring



2012-13 2013-14

xi) 500 mm RMT 230.00 280.00

xii) 600 mm RMT 303.00 373.00

xiii) 700 mm RMT 390.00 525.00

xiv) 750 mm RMT 437.00 574.00

xv) 800 mm RMT 535.00 674.00

xvi) 900 mm RMT 639.00 846.00

xvii) 1000 mm RMT 756.00 1026.00

With

rubber ring

i) 80 mm RMT 46.00 56.00

ii) 100 mm RMT 56.00 66.00

iii) 125 mm RMT 71.00 79.00

iv) 150 mm RMT 78.00 86.00

v) 200 mm RMT 102.00 110.00

vi) 250 mm RMT 133.00 146.00

vii) 300 mm RMT 145.00 163.00

viii) 350 mm RMT 179.00 200.00

ix) 400 mm RMT 201.00 231.00

x) 450 mm RMT 211.00 245.00

xi) 500 mm RMT 249.00 298.00

xii) 600 mm RMT 329.00 398.00

xiii) 700 mm RMT 423.00 556.00

xiv) 750 mm RMT 475.00 610.00

xv) 800 mm RMT 561.00 698.00

xvi) 900 mm RMT 676.00 882.00

xvii) 1000 mm RMT 789.00 1058.00

With

rubber ring

i) 80 mm RMT 50.00 59.00

ii) 100 mm RMT 60.00 71.00

iii) 125 mm RMT 77.00 86.00

iv) 150 mm RMT 87.00 96.00

v) 200 mm RMT 110.00 124.00

vi) 250 mm RMT 144.00 164.00

vii) 300 mm RMT 157.00 175.00

viii) 350 mm RMT 193.00 225.00

ix) 400 mm RMT 225.00 255.00

x) 450 mm RMT 228.00 262.00

xi) 500 mm RMT 268.00 316.00

xii) 600 mm RMT 355.00 423.00

xiii) 700 mm RMT 457.00 588.00

xiv) 750 mm RMT 516.00 650.00

xv) 800 mm RMT 602.00 737.00

xvi) 900 mm RMT 714.00 918.00

xvii) 1000 mm RMT 814.00 1082.00

Note : Only 85% rate shall be payable

till satisfactory hydraulic testing is

given.

B Class 'A' Without

rubber ring

C Class 'B' Without

rubber ring



2012-13 2013-14

3 Providing and supplying ISI mark D.I.

S&S pipes (push on joints pressure

pipes) of DI of following class and

diameters confirming to the IS

specification inclusive cost of jointing

materials (rubber gasket of EPDM

quality) including all statutary duties

and taxes levied by GOI & GOM in all

respect, education cess, VAT, third

party inspection charges of TPI agency

approved by MJP including transit

insurance, railway freight, unloading


transportation to departmental

store/site of work, unloading, stacking

etc. complete as directed by engineer

incharge. (IS-1536/2001 for Pipes & IS-

158/1969 & IS-12820/1989 or latest

edition/revision with amendments for

rubber gasket.)

A D.I. K-9 grade With E.D. Without

E.D.

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) 1000 mm RMT 22098.00 20089.00

B D.I. K-7 grade With E.D. Without

E.D.

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



2012-13 2013-14

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.

i) 80 mm Joint 657.00

ii) 100 mm Joint 812.00

iii) 125 mm Joint 968.00

iv) 150 mm Joint 1200.00

v) 200 mm Joint 1750.00

vi) 250 mm Joint 2126.00

vii) 300 mm Joint 2564.00

viii) 350 mm Joint 2906.00

ix) 400 mm Joint 3389.00

x) 450 mm Joint 4707.00

xi) 500 mm Joint 5060.00

xii) 600 mm Joint 6501.00

xiii) 700 mm Joint 7637.00

xiv) 750 mm Joint 8675.00

xv) 800 mm Joint 9316.00

xvi) 900mm Joint 9936.00

xvii) 1000 mm Joint 10594.00



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, stacking, etc.


charge.

i) 80 mm 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



2012-13 2013-14

6 Providing and supplying ISI standard

C.I. flanged / S&S specials including all

taxes (Central and local), railway

freight, insurance, unloading from

railway wagon, loading into truck,

transport to departmental stores / site,

unloading, stacking, etc. complete.

A D/F Specials

i) 80 mm dia to 300 mm dia KG 73.60

ii) 350 mm dia to 600 mm dia KG 78.20

iii) Above 600 mm dia KG 83.90

B S/S Specials / Socketed Branch

Flanged Specials




C Plain ended / plain ended branch

flanged specials





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 ends suitable for PSC pipes of

all diameters as per detailed drawing

with 10 mm thick x 0.7 M long barrel

welded to it.

KG 76.50

b) Only flanges with machining and drilling

holes, etc. complete more than 40 mm

thick.

KG 74.30

c) Double flanged specials of all

diameters

KG 72.10

d) All socketed specials or socketed

branch flanged specials of all

diameters.

KG 72.10

e) Plain ended specials or plain ended

branch flanged specials of all

diameters.

KG 72.10

f) MS barrels (pipe pieces) locally

manufactured (for small 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. complete.

i) 80 mm Joint 174.00

ii) 100 mm Joint 301.00




2012-13 2013-14

iv) 150 mm Joint 603.00

v) 200 mm Joint 626.00

vi) 250 mm Joint 897.00



ix) 400 mm Joint 1511.00

x) 450 mm Joint 1848.00

xi) 500 mm Joint 1912.00




xv) 800 mm Joint 4398.00


xvii) 1000 mm Joint 4721.00



given.

9 Erecting, hoisting in position, jointing

and 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.

i) 80 mm Joint 193.00

ii) 100 mm Joint 326.00


iv) 150 mm Joint 640.00

v) 200 mm Joint 680.00

vi) 250 mm Joint 970.00



ix) 400 mm Joint 1655.00

x) 450 mm Joint 2022.00

xi) 500 mm Joint 2115.00




xv) 800 mm Joint 4843.00


xvii) 1000 mm Joint 5373.00



given.


D.I. specials and fittings 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, material and

transportation to stores/ site, loading,

unloading including all taxes, etc.

complete as per IS-9523.



2012-13 2013-14

For all types of specials, bends, tees,

etc.

a) 80 to 300 mm dia KG 107.00

b) 350 mm and above dia KG 130.00


Welded D.I. double flanged pipes

including all taxes (central & local),

railway freight, insurance, unloading


transport to store/site, unloading,

stacking, etc. complete as directed by

Engineer-in-charge (for 2.75 M bare

pipe).

i) 100 mm RMT 1863.00

ii) 150 mm RMT 2530.00

iii) 200 mm RMT 3238.00

iv) 250 mm RMT 4394.00

v) 300 mm RMT 5531.00

vi) 350 mm RMT 7203.00

vii) 400 mm RMT 8720.00

viii) 450 mm RMT 10419.00

ix) 500 mm RMT 12110.00

x) 600 mm RMT 15946.00

xi) 700 mm RMT 21457.00

xii) 800 mm RMT 26228.00

xiii) 900 mm RMT 32555.00

xiv) 1000 mm RMT 38225.00


Section - I (II)

A.C. Pipes

SECTION - I - (II) ASBESTOS CEMENT PIPES

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 freight, inspection charges,

unloading from railway wagon,

loading into truck, transporting to

departmental stores / site,

unloading, stacking, etc. complete.

Class 15

(Test Pressure 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

Class 20


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 RMT 0.00 1119.00

Class 25


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

B

A With E.D. Without

E.D.

With E.D. Without

E.D.

With E.D. Without

E.D.

Rate (Rs.) Rate (Rs.)

2012-13 2013-14

Sr. No. Description Unit

C

(SECTION - I : (II) A.C. PIPES) Page No. 57


2012-13 2013-14


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,

unloading from railway wagon,

loading into truck, transporting to

departmental store / site,

unloading, stacking and cost of

rubber rings, nut bolts, etc.

complete.

(IS-1538/1993)

Class 10


i) 80 mm No 255.00

ii) 100 mm No 323.00

iii) 125 mm No 408.00

iv) 150 mm No 519.00

v) 200 mm No 791.00

vi) 250 mm No 1080.00

vii) 300 mm No 1360.00

viii) 350 mm No 2338.00

ix) 400 mm No 2678.00

x) 450 mm No 3655.00

xi) 500 mm No 5185.00

xii) 600 mm No 8840.00

Class 15


i) 80 mm No 300.00

ii) 100 mm No 380.00

iii) 125 mm No 510.00

iv) 150 mm No 636.00

v) 200 mm No 960.00

vi) 250 mm No 1204.00

vii) 300 mm No 1650.00

Class 20


i) 80 mm No 325.00

ii) 100 mm No 425.00

iii) 125 mm No 550.00

iv) 150 mm No 659.00

v) 200 mm No 886.00

vi) 250 mm No 1250.00

vii) 300 mm No 1790.00

With E.D. With E.D.

With E.D.

A With E.D.

B

2

A



2012-13 2013-14


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 freight,

inspection charges, and cost of

rubber rings, nut bolts, etc.

complete (supply at stores / site).

Class 15


i) 80 mm No 39.00

ii) 100 mm No 50.00

iii) 125 mm No 69.00

iv) 150 mm No 84.00

Class 20


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

hydraulic testing, etc. as per ISI

code, etc. complete but excluding

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

rubber rings.

Class 15


i) 80 mm RMT 31.00

ii) 100 mm RMT 43.00

iii) 125 mm RMT 46.00

iv) 150 mm RMT 57.00

v) 200 mm RMT 73.00

vi) 250 mm RMT 92.00

vii) 300 mm RMT 113.00

Class 20


i) 80 mm RMT 32.00

ii) 100 mm RMT 46.00

iii) 125 mm RMT 50.00

iv) 150 mm RMT 63.00

v) 200 mm RMT 83.00

vi) 250 mm RMT 104.00

vii) 300 mm RMT 129.00

A With E.D.

B

A

B



2012-13 2013-14


5 Lowering, laying and jointing with

C.I.D. jointing with A.C. couplers,

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.

Class 15


i) 80 mm RMT 21.00

ii) 100 mm RMT 28.00

iii) 125 mm RMT 33.00

iv) 150 mm RMT 42.00

v) 200 mm RMT 58.00

vi) 250 mm RMT 74.00

vii) 300 mm RMT 96.00

Class 20


i) 80 mm RMT 22.00

ii) 100 mm RMT 33.00

iii) 125 mm RMT 37.00

iv) 150 mm RMT 48.00

v) 200 mm RMT 69.00

vi) 250 mm RMT 86.00

vii) 300 mm RMT 113.00

Notes

1) 85% payment for lowering, laying,

jointing shall be provided till

satisfactory hydraulic testing is

given.

2) 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.

A

B



2012-13 2013-14


3) 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,


testing of pipes. This foot note

shall appear into the tender

conditions.


Section - I (III)

P.V.C. Pipes

SECTION - I - (III) POLYVINYL CHLORIDE PIPES (PVC)

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).

Notes

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 included in

rates below.

A Working Pressure 4 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 46.00 41.00

ii) 75 mm RMT 65.00 58.00

iii) 90 mm RMT 91.00 81.00

iv) 110 mm RMT 124.00 110.00

v) 140 mm RMT 208.00 184.00

vi) 160 mm RMT 274.00 243.00

vii) 180 mm RMT 372.00 331.00

vii) 200 mm RMT 460.00 408.00

ix) 225 mm RMT 589.00 522.00

x) 250 mm RMT 719.00 638.00

xi) 280 mm RMT 953.00 847.00

xii) 315 mm RMT 1213.00 1078.00

xiii) 355 mm RMT 1626.00 1445.00

xiv) 400 mm RMT 2074.00 1844.00

B Working Pressure 6 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 66.00 58.00

ii) 75 mm RMT 93.00 83.00

iii) 90 mm RMT 133.00 119.00

iv) 110 mm RMT 185.00 164.00

v) 140 mm RMT 307.00 273.00

vi) 160 mm RMT 397.00 353.00

vii) 180 mm RMT 528.00 469.00

viii) 200 mm RMT 673.00 599.00

ix) 225 mm RMT 851.00 755.00

x) 250 mm RMT 1061.00 944.00

xi) 280 mm RMT 1401.00 1244.00

xii) 315 mm RMT 1786.00 1587.00

xiii) 355 mm RMT 2384.00 2118.00

xiv) 400 mm RMT 3046.00 2706.00

C Working Pressure 8 Kg/cm² With E.D. Without E.D.

Rate (Rs.)Sr. No. Rate (Rs.)

2012-13 2013-14

Description Unit

(SECTION - I : (III) P.V.C. PIPES) Page No. 62


2012-13 2013-14

Description Unit

i) 63 mm RMT 91.00 80.00

ii) 75 mm RMT 129.00 114.00

iii) 90 mm RMT 183.00 162.00

iv) 110 mm RMT 257.00 229.00

v) 140 mm RMT 427.00 379.00

vi) 160 mm RMT 557.00 496.00

vii) 180 mm RMT 740.00 658.00

viii) 200 mm RMT 931.00 827.00

ix) 225 mm RMT 1181.00 1050.00

x) 250 mm RMT 1478.00 1313.00

xi) 280 mm RMT 1946.00 1729.00

xii) 315 mm RMT 2464.00 2191.00

xiii) 355 mm RMT 3315.00 2945.00

xiv) 400 mm RMT 4293.00 3814.00

D Working Pressure 10 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 108.00 96.00

ii) 75 mm RMT 154.00 138.00

iii) 90 mm RMT 223.00 197.00

iv) 110 mm RMT 315.00 278.00

v) 140 mm RMT 508.00 452.00

vi) 160 mm RMT 666.00 590.00

vii) 180 mm RMT 915.00 813.00

viii) 200 mm RMT 1131.00 1005.00

ix) 225 mm RMT 1445.00 1283.00

x) 250 mm RMT 1826.00 1621.00

xi) 280 mm RMT 2294.00 2039.00

xii) 315 mm RMT 2916.00 2590.00

xiii) 355 mm RMT 3920.00 3484.00

xiv) 400 mm RMT 4999.00 4442.00

E Working Pressure 12.5 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 138.00 123.00

ii) 75 mm RMT 195.00 173.00

iii) 90 mm RMT 281.00 250.00

iv) 110 mm RMT 399.00 354.00

v) 140 mm RMT 648.00 575.00

vi) 160 mm RMT 851.00 757.00

vii) 180 mm RMT 1164.00 1035.00

viii) 200 mm RMT 1446.00 1284.00

ix) 225 mm RMT 1837.00 1632.00

x) 250 mm RMT 2322.00 2063.00

xi) 280 mm RMT 2920.00 2596.00

xii) 315 mm RMT 3724.00 3310.00

xiii) 355 mm RMT 4977.00 4423.00

xiv) 400 mm RMT 6449.00 5730.00

2 Providing and supplying in standard

lengths ISI mark rigid unplasticised

PVC pipes for potable 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,

conveyance to store / site and stacking

the same in closed shed duly protected

from sun rays and rains, etc. (with third

party inspection) (socketed).



2012-13 2013-14

Description Unit

A Working Pressure 4 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 48.00 43.00

ii) 75 mm RMT 69.00 60.00

iii) 90 mm RMT 96.00 85.00

iv) 110 mm RMT 131.00 117.00

v) 125 mm RMT 181.00 161.00

vi) 140 mm RMT 219.00 195.00

vii) 160 mm RMT 291.00 257.00

viii) 180 mm RMT 395.00 350.00

ix) 200 mm RMT 487.00 434.00

x) 225 mm RMT 623.00 554.00

xi) 250 mm RMT 763.00 678.00

xii) 280 mm RMT 1011.00 899.00

xiii) 315 mm RMT 1287.00 1142.00

B Working Pressure 6 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 69.00 61.00

ii) 75 mm RMT 98.00 88.00

iii) 90 mm RMT 142.00 126.00

iv) 110 mm RMT 197.00 173.00

v) 125 mm RMT 271.00 239.00

vi) 140 mm RMT 325.00 290.00

vii) 160 mm RMT 421.00 373.00

viii) 180 mm RMT 560.00 498.00

ix) 200 mm RMT 714.00 634.00

x) 225 mm RMT 902.00 800.00

xi) 250 mm RMT 1126.00 1001.00

xii) 280 mm RMT 1484.00 1319.00

xiii) 315 mm RMT 1892.00 1682.00

C Working Pressure 8 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 95.00 84.00

ii) 75 mm RMT 137.00 122.00

iii) 90 mm RMT 193.00 171.00

iv) 110 mm RMT 272.00 243.00

v) 125 mm RMT 376.00 334.00

vi) 140 mm RMT 454.00 402.00

vii) 160 mm RMT 591.00 526.00

viii) 180 mm RMT 785.00 697.00

ix) 200 mm RMT 988.00 877.00

x) 225 mm RMT 1252.00 1113.00

xi) 250 mm RMT 1565.00 1390.00

xii) 280 mm RMT 2063.00 1834.00

xiii) 315 mm RMT 2613.00 2323.00

D Working Pressure 10 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 114.00 103.00

ii) 75 mm RMT 165.00 146.00

iii) 90 mm RMT 236.00 209.00

iv) 110 mm RMT 333.00 296.00

v) 125 mm RMT 460.00 406.00

vi) 140 mm RMT 538.00 478.00

vii) 160 mm RMT 705.00 626.00

viii) 180 mm RMT 969.00 862.00

ix) 200 mm RMT 1199.00 1065.00

x) 225 mm RMT 1531.00 1360.00

xi) 250 mm RMT 1935.00 1720.00

xii) 280 mm RMT 2432.00 2161.00

xiii) 315 mm RMT 3090.00 2746.00

E Working Pressure 12.5 Kg/cm² With E.D. Without E.D.



2012-13 2013-14

Description Unit

i) 63 mm RMT 146.00 129.00

ii) 75 mm RMT 207.00 183.00

iii) 90 mm RMT 297.00 265.00

iv) 110 mm RMT 424.00 376.00

v) 125 mm RMT 584.00 518.00

vi) 140 mm RMT 687.00 611.00

vii) 160 mm RMT 903.00 801.00

viii) 180 mm RMT 1235.00 1097.00

ix) 200 mm RMT 1531.00 1361.00

x) 225 mm RMT 1946.00 1730.00

xi) 250 mm RMT 2462.00 2186.00

xii) 280 mm RMT 3096.00 2751.00

xiii) 315 mm RMT 3946.00 3507.00

3 Lowering, laying and jointing PVC

pipes and specials of following class

and diameter including cost 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).

A Working Pressure 4 Kg/cm²

i) 63 mm RMT 16.00

ii) 75 mm RMT 21.00

iii) 90 mm RMT 25.00

iv) 110 mm RMT 29.00

v) 140 mm RMT 34.00

vi) 160 mm RMT 38.00

vii) 180 mm RMT 42.00

viii) 200 mm RMT 46.00

ix) 225 mm RMT 53.00

x) 250 mm RMT 57.00

xi) 280 mm RMT 63.00

xii) 315 mm RMT 70.00

xiii) 355 mm RMT 77.00

xiv) 400 mm RMT 84.00

Working Pressure

6 to 12.5 Kg/cm²

i) 63 mm RMT 22.00

ii) 75 mm RMT 29.00


iv) 110 mm RMT 37.00

v) 140 mm RMT 44.00

vi) 160 mm RMT 47.00

vii) 180 mm RMT 53.00


ix) 225 mm RMT 63.00

x) 250 mm RMT 69.00

xi) 280 mm RMT 78.00

xii) 315 mm RMT 87.00

xiii) 355 mm RMT 96.00

xiv) 400 mm RMT 106.00

Notes

B



2012-13 2013-14

Description Unit

1) Only 85% rate shall be payable till


Third party inspecting agency shall

invariably carry out –

(1) Specific Gravity Test, (2) Weight /

RMT (3) Ash Content Test

and confirm in writing that those are

within prescribed limits. This condition

shall appear in tender conditions.

3) 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-4985/1998

(which is given in CSR). Underweight

pipes shall be rejected. This condition

shall appear in the tender conditions.

2)


Section - I (IV)

G.I. Pipes

SECTION - I - (IV) GALVANIZED IRON PIPES (GI)

1 Providing ISI mark G.I. pipes of

following class and dia. including

all local and central taxes, octroi,

inspection charges, transportation

to stores, etc. complete. (IS-

1239/2004)

Note : One coupler shall be

provided with each full length pipe,

cost of which is included in rates

below.

A Light With E.D. Without E.D.

i) 15 mm (0.96 kg/m) RMT 71.00 65.00

ii) 20 mm (1.42 kg/m) RMT 106.00 95.00

iii) 25 mm (2.03 kg/m) RMT 146.00 131.00

iv) 32 mm (2.61 kg/m) RMT 183.00 166.00

v) 40 mm (3.29 kg/m) RMT 229.00 208.00

vi) 50 mm (4.18 kg/m) RMT 288.00 255.00

vii) 65 mm (5.92 kg/m) RMT 397.00 349.00

viii) 80 mm (6.98 kg/m) RMT 477.00 420.00

ix) 100 mm (10.20 kg/m) RMT 680.00 596.00

B Medium With E.D. Without E.D.

i) 15 mm (1.23 kg/m) RMT 85.00 77.00

ii) 20 mm (1.59 kg/m) RMT 108.00 98.00

iii) 25 mm (2.40 kg/m) RMT 165.00 150.00

iv) 32 mm (3.17 kg/m) RMT 209.00 189.00

v) 40 mm (3.65 kg/m) RMT 240.00 218.00

vi) 50 mm (5.16 kg/m) RMT 342.00 301.00

vii) 65 mm (6.63 kg/m) RMT 424.00 384.00

viii) 80 mm (8.64 kg/m) RMT 556.00 503.00

ix) 100 mm (12.40 kg/m) RMT 820.00 719.00

x) 125 mm (16.70 kg/m) RMT 1097.00 978.00

xi) 150 mm (19.70 kg/m) RMT 1311.00 1151.00

C Heavy With E.D. Without E.D.

i) 15 mm (1.46 kg/m) RMT 96.00 87.00

ii) 20 mm (1.91 kg/m) RMT 125.00 113.00

iii) 25 mm (2.99 kg/m) RMT 196.00 177.00

iv) 32 mm (3.97 kg/m) RMT 246.00 223.00

v) 40 mm (4.47 kg/m) RMT 285.00 259.00

vi) 50 mm (6.24 kg/m) RMT 395.00 359.00

vii) 65 mm (8.02 kg/m) RMT 508.00 461.00

viii) 80 mm (10.30 kg/m) RMT 649.00 589.00

ix) 100 mm (14.70 kg/m) RMT 936.00 849.00

x) 125 mm (18.30 kg/m) RMT 1159.00 1052.00

xi) 150 mm (21.80 kg/m) RMT 1396.00 1266.00

2 Lowering, laying and jointing G.I.

pipes and specials of following

class and diameter including


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


2012-13 2013-14


(SECTION - I : (IV) G.I. PIPES) Page No. 67


2012-13 2013-14


ii) 20 mm RMT 26.00


iv) 32 mm RMT 37.00

v) 40 mm RMT 46.00

vi) 50 mm RMT 55.00

vii) 65 mm RMT 80.00


ix) 100 mm RMT 106.00

B Medium

i) 15 mm RMT 25.00

ii) 20 mm RMT 28.00


iv) 32 mm RMT 39.00

v) 40 mm RMT 50.00

vi) 50 mm RMT 59.00



ix) 100 mm RMT 106.00

x) 125 mm RMT 113.00

xi) 150 mm RMT 119.00

C Heavy

i) 15 mm RMT 27.00

ii) 20 mm RMT 30.00


iv) 32 mm RMT 43.00

v) 40 mm RMT 54.00

vi) 50 mm RMT 67.00



ix) 100 mm RMT 106.00

x) 125 mm RMT 118.00

xi) 150 mm RMT 128.00

Note : Only 85% rate shall be

payable till satisfactory hydraulic

testing is given.

(SECTION - I : (IV) G.I. PIPES) Page No. 68

Section - I (V)

Stone Ware Pipes

SECTION - I - (V) STONEWARE PIPES

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.

(IS-651)

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. (IS-1742)

i) 100 mm RMT 64.00

ii) 150 mm RMT 105.00

iii) 200 mm RMT 131.00

iv) 225 mm RMT 143.00

v) 250 mm RMT 156.00

vi) 300 mm RMT 183.00

Note : Only 85% rate shall be payable till



2012-13 2013-142

(SECTION - I : (V) STONEWARE PIPES) Page No. 69

Section - I (VI)

R.C.C. Pipes

SECTION - I - (VI) REINFORCED CONCRETE PIPES (RCC)

1 Providing ISI standard R.C.C. pipes

in standard lengths of following class

and diameter 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. (IS-

458/1988)

Notes

1) One collar should be supplied with

each full length plain ended RCC

pipe, cost included in rates below.

2) One rubber ring should be supplied

with each full length of socketed pipe,

cost included in rates below.

A Class 'P-I' Collar Joints Rubber Ring Joints

With E.D. Without E.D. With E.D. Without E.D.

i) 80 mm RMT 309 281 273 247

ii) 100 mm RMT 324 294 293 267

iii) 150 mm RMT 339 309 304 275

iv) 200 mm RMT 396 360 355 322

v) 225 mm RMT 452 411 407 369

vi) 250 mm RMT 494 449 443 403

vii) 300 mm RMT 632 575 567 514

viii) 350 mm RMT 681 619 613 556

ix) 400 mm RMT 864 785 782 710

x) 450 mm RMT 1064 966 962 873

xi) 500 mm RMT 1280 1163 1153 1046

xii) 600 mm RMT 1615 1466 1456 1322

xiii) 700 mm RMT 2103 1910 1892 1719

xiv) 800 mm RMT 2428 2205 2184 1983

xv) 900 mm RMT 3056 2775 2751 2498

xvi) 1000 mm RMT 3580 3252 3225 2928

xvii) 1100 mm RMT 4068 3694 3662 3326

xviii) 1200 mm RMT 4887 4438 4402 3998

B Class 'P-II' Collar Joints Rubber Ring Joints


i) 80 mm RMT 329 299 293 265

ii) 100 mm RMT 351 319 316 286

iii) 150 mm RMT 420 381 379 344

iv) 200 mm RMT 566 513 513 465

v) 225 mm RMT 670 608 604 547

vi) 250 mm RMT 725 659 658 598

vii) 300 mm RMT 956 869 914 829

viii) 350 mm RMT 1193 1084 1080 981

ix) 400 mm RMT 1332 1210 1213 1101

x) 450 mm RMT 1616 1467 1450 1317

xi) 500 mm RMT 2256 2049 2056 1867

xii) 600 mm RMT 2797 2541 2521 2290

xiii) 700 mm RMT 3811 3461 3466 3148

xiv) 800 mm RMT 4583 4163 4177 3794

xv) 900 mm RMT 5163 4689 5202 4724

xvi) 1000 mm RMT 6249 5675 5626 5109

C Class 'P-III' Collar Joints Rubber Ring Joints

2012-13

Rate (Rs.)Sr. No. Description Unit

(SECTION - I : (VI) R.C.C. PIPES) Page No. 70

2012-13



i) 80 mm RMT 355 322 351 318

ii) 100 mm RMT 383 348 379 343

iii) 150 mm RMT 437 397 438 397

iv) 200 mm RMT 594 540 595 540

v) 225 mm RMT 709 643 709 643

vi) 250 mm RMT 829 753 830 752

vii) 300 mm RMT 1151 1046 1151 1045

viii) 350 mm RMT 1502 1364 1502 1364

ix) 400 mm RMT 2067 1878 2067 1878

x) 450 mm RMT 2372 2155 2373 2156

xi) 500 mm RMT 2895 2630 2896 2629

xii) 600 mm RMT 3719 3378 3720 3378

xiii) 700 mm RMT 5305 4819 5305 4818

xiv) 800 mm RMT 6738 6119 6738 6119

D Class 'NP-II' Collar Joints Rubber Ring

Joints

(For 2.00 M length)

i) 80 mm RMT 290 293

ii) 100 mm RMT 298 304

iii) 150 mm RMT 348 354

iv) 200 mm RMT 407 415

v) 225 mm RMT 454 463

vi) 250 mm RMT 488 498

vii) 300 mm RMT 652 665

(For 2.50 M length)

viii) 350 mm RMT 799 815

ix) 400 mm RMT 928 947

x) 450 mm RMT 1088 1110

xi) 500 mm RMT 1272 1297

xii) 600 mm RMT 1679 1713

xiii) 700 mm RMT 2422 2470

xiv) 800 mm RMT 2767 2822

xv) 900 mm RMT 3545 3616

xvi) 1000 mm RMT 4243 4328

xvii) 1100 mm RMT 5327 5434

xviii) 1200 mm RMT 5703 5817

xix) 1400 mm RMT 6778 6914

xx) 1600 mm RMT 7782 7938

xxi) 1800 mm RMT 10901 11119

E Class 'NP-III' Collar Joints Rubber Ring

Joints

(For 2.00 M length)

i) 80 mm RMT 328 335

ii) 100 mm RMT 372 379

iii) 150 mm RMT 410 418

iv) 200 mm RMT 612 624

v) 225 mm RMT 713 727

vi) 250 mm RMT 763 778

vii) 300 mm RMT 868 885

viii) 350 mm RMT 1537 1568

ix) 400 mm RMT 1722 1756

x) 450 mm RMT 2047 2088

xi) 500 mm RMT 2274 2319

xii) 600 mm RMT 2996 3056

xiii) 700 mm RMT 4072 4153

xiv) 800 mm RMT 4851 4948


2012-13


xv) 900 mm RMT 5603 5715

xvi) 1000 mm RMT 6855 6992

xvii) 1100 mm RMT 7930 8089

xviii) 1200 mm RMT 9304 9490

xix) 1400 mm RMT 11180 11404

xx) 1600 mm RMT 16292 16618

xxi) 1800 mm RMT 21550 21981

F Class 'NP-IV' Collar Joints Rubber Ring

Joints

i) 80 mm RMT 353 360

ii) 100 mm RMT 414 422

iii) 150 mm RMT 469 478

iv) 200 mm RMT 655 668

v) 225 mm RMT 774 789

vi) 250 mm RMT 872 889

vii) 300 mm RMT 1111 1133

viii) 350 mm RMT 1687 1721

ix) 400 mm RMT 1807 1843

x) 450 mm RMT 2131 2174

xi) 500 mm RMT 2604 2656

xii) 600 mm RMT 3185 3249

xiii) 700 mm RMT 4767 4862

xiv) 800 mm RMT 5444 5553

xv) 900 mm RMT 6376 6504

xvi) 1000 mm RMT 9026 9207

xvii) 1100 mm RMT 9792 9988

xviii) 1200 mm RMT 9836 10033

xix) 1400 mm RMT 15359 15666

xx) 1600 mm RMT 19148 19531

xxi) 1800 mm RMT 26249 26774

2 Lowering, laying and jointing in

proper grade and alignment R.C.C.

pipes with collar joints in CM 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 conveyance from

stores to site of works, cost of jointing

material, labour, giving hydraulic

testing, etc. complete as directed by

Engineer-in-charge. (IS-783/1985)

(For all class of pipes) Collar Joints Rubber Ring

Joints

i) 80 mm RMT 44 31

ii) 100 mm RMT 53 37

iii) 150 mm RMT 80 56

iv) 200 mm RMT 106 75

v) 225 mm RMT 124 88

vi) 250 mm RMT 140 98

vii) 300 mm RMT 168 118

viii) 350 mm RMT 173 121

ix) 400 mm RMT 220 155

x) 450 mm RMT 266 185

xi) 500 mm RMT 290 203

xii) 600 mm RMT 367 254

xiii) 700 mm RMT 416 289


2012-13


xiv) 800 mm RMT 482 334

xv) 900 mm RMT 530 369

xvi) 1000 mm RMT 580 404

xvii) 1100 mm RMT 806 547

xviii) 1200 mm RMT 856 582

xix) 1400 mm RMT 954 652

xx) 1600 mm RMT 1052 722

xxi) 1800 mm RMT 1150 792

Note : Only 85% rate shall be

payable till satisfactory hydraulic

testing is given.


Section - I (VII)

P.S.C. Pipes

SECTION - I - (VII) PRESTRESSED CONCRETE PIPES (PSC)

1 Providing ISI standard Pre-stressed

Cement concrete pipes of following class

and diameter including cost of all material

and labour required, cost of all taxes

(Central and local), inspection charges,

transportation to stores / site, unloading

and stacking, etc. complete. (IS-

784/2001)

i) Factory Test Pressure-

a) Site test pressure + 0.1 N/mm2, for

working pressure upto 1N/mm2.

b) Site test pressure + 0.2 N/mm2, for

working pressure above 1N/mm2.

ii) Site Test Pressure- 1.5 times working

pressure pertaining to the section or 1.1

times static pressure, whichever is more

(such pressure is to be controlled within

25 % of pump head in case of pumping

main)

iii) Working Pressure- The maximum

sustained internal pressure excluding

surge to which each portion of pipeline

may be subjected when installed.

Notes : One rubber ring should be

supplied with each pipe, cost included in

rates below.

A Factory Test Pressure 2 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3400 3085

ii) 400 mm RMT 3657 3318

iii) 450 mm RMT 3837 3481

iv) 500 mm RMT 4225 3833

v) 600 mm RMT 5078 4608

vi) 700 mm RMT 5654 5130

vii) 800 mm RMT 6983 6335

viii) 900 mm RMT 8684 7878

ix) 1000 mm RMT 10121 9184

x) 1100 mm RMT 11560 10488

xi) 1200 mm RMT 13358 12119

xii) 1300 mm RMT 15447 14014

xiii) 1400 mm RMT 16996 15419

xiv) 1500 mm RMT 19452 17648

xv) 1600 mm RMT 21575 19574

xvi) 1700 mm RMT 23699 21501

xvii) 1800 mm RMT 25823 23427

B Factory Test Pressure 4 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3400 3085

ii) 400 mm RMT 3658 3319

iii) 450 mm RMT 3837 3481

iv) 500 mm RMT 4225 3833

v) 600 mm RMT 5080 4609

vi) 700 mm RMT 5656 5131

vii) 800 mm RMT 6984 6336

viii) 900 mm RMT 8685 7879

ix) 1000 mm RMT 10124 9186

x) 1100 mm RMT 11562 10490

xi) 1200 mm RMT 13358 12120


2012-13 2013-14

(SECTION - I : (VII) P.S.C. PIPES) Page No. 74


2012-13 2013-14

xii) 1300 mm RMT 15451 14017

xiii) 1400 mm RMT 16998 15420

xiv) 1500 mm RMT 19455 17651

xv) 1600 mm RMT 21578 19577

xvi) 1700 mm RMT 23703 21504

xvii) 1800 mm RMT 25825 23430

C Factory Test Pressure 6 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3404 3089

ii) 400 mm RMT 3678 3338

iii) 450 mm RMT 3847 3490

iv) 500 mm RMT 4255 3861

v) 600 mm RMT 5148 4670

vi) 700 mm RMT 5851 5310

vii) 800 mm RMT 7242 6570

viii) 900 mm RMT 9027 8189

ix) 1000 mm RMT 10529 9552

x) 1100 mm RMT 11988 10877

xi) 1200 mm RMT 13888 12599

xii) 1300 mm RMT 16044 14555

xiii) 1400 mm RMT 17652 16014

xiv) 1500 mm RMT 20220 18344

xv) 1600 mm RMT 22456 20373

xvi) 1700 mm RMT 24693 22402

xvii) 1800 mm RMT 26929 24432

D Factory Test Pressure 8 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3411 3094

ii) 400 mm RMT 3705 3362

iii) 450 mm RMT 3871 3513

iv) 500 mm RMT 4315 3915

v) 600 mm RMT 5321 4827

vi) 700 mm RMT 6146 5577

vii) 800 mm RMT 7548 6848

viii) 900 mm RMT 9409 8537

ix) 1000 mm RMT 11004 9983

x) 1100 mm RMT 12590 11423

xi) 1200 mm RMT 14576 13226

xii) 1300 mm RMT 16861 15299

xiii) 1400 mm RMT 18637 16909

xiv) 1500 mm RMT 21355 19376

xv) 1600 mm RMT 24097 21861

xvi) 1700 mm RMT 26838 24348

xvii) 1800 mm RMT 29579 26836

E Factory Test Pressure 10 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3428 3110

ii) 400 mm RMT 3757 3407

iii) 450 mm RMT 4007 3635

iv) 500 mm RMT 4489 4071

v) 600 mm RMT 5550 5035

vi) 700 mm RMT 6396 5802

vii) 800 mm RMT 7933 7197

viii) 900 mm RMT 9886 8969

ix) 1000 mm RMT 11577 10505

x) 1100 mm RMT 13285 12053

xi) 1200 mm RMT 15392 13964

xii) 1300 mm RMT 17821 16168

xiii) 1400 mm RMT 20144 18275

xiv) 1500 mm RMT 23092 20951

xv) 1600 mm RMT 25733 23347

xvi) 1700 mm RMT 28372 25742



2012-13 2013-14

xvii) 1800 mm RMT 31012 28138

F Factory Test Pressure 12 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3512 3185

ii) 400 mm RMT 3855 3498

iii) 450 mm RMT 4134 3750

iv) 500 mm RMT 4642 4211

v) 600 mm RMT 5771 5235

vi) 700 mm RMT 6683 6064

vii) 800 mm RMT 8309 7539

viii) 900 mm RMT 10333 9375

ix) 1000 mm RMT 12105 10984

x) 1100 mm RMT 13879 12592

xi) 1200 mm RMT 16357 14842

xii) 1300 mm RMT 18944 17089

xiii) 1400 mm RMT 20960 19017

xiv) 1500 mm RMT 24004 21777

xv) 1600 mm RMT 26746 24266

xvi) 1700 mm RMT 29490 26754

xvii) 1800 mm RMT 32232 29243

G Factory Test Pressure 14 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3598 3263

ii) 400 mm RMT 3957 3591

iii) 450 mm RMT 4262 3866

iv) 500 mm RMT 4792 4348

v) 600 mm RMT 5993 5437

vi) 700 mm RMT 6972 6326

vii) 800 mm RMT 8688 7882

viii) 900 mm RMT 10827 9823

ix) 1000 mm RMT 12915 11717

x) 1100 mm RMT 14840 13464

xi) 1200 mm RMT 17205 15610

xii) 1300 mm RMT 19860 18018

xiii) 1400 mm RMT 22633 20534

xiv) 1500 mm RMT 25936 23531

xv) 1600 mm RMT 29004 26315

xvi) 1700 mm RMT 32072 29099

xvii) 1800 mm RMT 35141 31883

H Factory Test Pressure 16 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3675 3335

ii) 400 mm RMT 4064 3687

iii) 450 mm RMT 4391 3985

iv) 500 mm RMT 4950 4492

v) 600 mm RMT 6213 5637

vi) 700 mm RMT 7266 6592

vii) 800 mm RMT 9063 8222

viii) 900 mm RMT 12030 10915

ix) 1000 mm RMT 13539 12283

x) 1100 mm RMT 16249 14740

xi) 1200 mm RMT 18754 17015

xii) 1300 mm RMT 21585 19584

xiii) 1400 mm RMT 23826 21617

xiv) 1500 mm RMT 28302 25677

xv) 1600 mm RMT 31744 28800

xvi) 1700 mm RMT 35186 31923

xvii) 1800 mm RMT 38627 35044

I Factory Test Pressure 18 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3761 3412

ii) 400 mm RMT 4176 3788

iii) 450 mm RMT 4518 4099



2012-13 2013-14

iv) 500 mm RMT 5105 4631

v) 600 mm RMT 6434 5837

vi) 700 mm RMT 7946 7210

vii) 800 mm RMT 9916 8996

viii) 900 mm RMT 12542 11378

ix) 1000 mm RMT 14738 13371

x) 1100 mm RMT 17008 15430

xi) 1200 mm RMT 19658 17835

xii) 1300 mm RMT 22642 20542

xiii) 1400 mm RMT 29877 27107

xiv) 1500 mm RMT 33689 30564

xv) 1600 mm RMT 37971 34450

xvi) 1700 mm RMT 42252 38334

xvii) 1800 mm RMT 46533 42218

J Factory Test Pressure 20 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3849 3491

ii) 400 mm RMT 4277 3881

iii) 450 mm RMT 4649 4219

iv) 500 mm RMT 5265 4776

v) 600 mm RMT 6661 6044

vi) 700 mm RMT 8803 7986

vii) 800 mm RMT 11711 10624

viii) 900 mm RMT 13843 12559

ix) 1000 mm RMT 16654 15109

x) 1100 mm RMT 19796 17961

xi) 1200 mm RMT 24895 22588

xii) 1300 mm RMT 27394 24853

xiii) 1400 mm RMT 32000 29033

xiv) 1500 mm RMT 36169 32915

xv) 1600 mm RMT 40452 36812

xvi) 1700 mm RMT 44734 40708

xvii) 1800 mm RMT 49015 44605

2 Lowering, laying and jointing in proper

grade and alignment Pre-Stressed

Cement concrete pipes with rubber ring

joints including cost of conveyance from

stores to site of works, all labour

involved, giving hydraulic testing, etc.

complete but excluding cost of rubber

rings.

For all class of pipes

i) 350 mm RMT 105

ii) 400 mm RMT 148

iii) 450 mm RMT 179

iv) 500 mm RMT 203

v) 600 mm RMT 270

vi) 700 mm RMT 297

vii) 800 mm RMT 334

viii) 900 mm RMT 345

ix) 1000 mm RMT 445

x) 1100 mm RMT 585

xi) 1200 mm RMT 626

xii) 1300 mm RMT 743

xiii) 1400 mm RMT 784

xiv) 1500 mm RMT 989

xv) 1600 mm RMT 1112

xvi) 1700 mm RMT 1239

xvii) 1800 mm RMT 1310

Notes



2012-13 2013-14

1) Only 85% rate is payable till satisfactory

hydraulic testing is given.

2) Whenever manufacturer is separate 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.


Section - I (VIII)

Bar Wrapped Steel Cylinder Pipes

(BWSC)

SECTION - I - (VIII) BAR WRAPPED STEEL CYLINDER PIPES (BWSC)

1 Providing and supplying European Standard

EN-639/1994 & EN-641/1994 or AWWA C-

303 standard and reinforced concrete

pressure pipes cylinder type or IS-15155/2002

(Bar wrapped steel cylinder pipes suitable for

overlapping steel welded joint or butt welded

steel joints) of following class and diameter

including cost of all material and labour

required, cost of all taxes (Central and State

Govt.), inspection charges, transportation to

stores / site, transit insurance, loading,

unloading and stacking, etc. complete.


a) Site test pressure + 0.1 N/mm2, for working

pressure upto 1N/mm2.

b) Site test pressure + 0.2 N/mm2, for working

pressure above 1N/mm2.


pressure pertaining to the section or 1.1 times

static pressure, whichever is more (such

pressure is to be controlled within 25 % of

pump head in case of pumping main)


sustained internal pressure excluding surge to

which each portion of pipeline may be

subjected when installed.

Notes

1) For external coating at site to the joints,

necessary polythene wrapping for pouring

cement slurry shall also be given free with

each pipe.


i) 350 mm RMT 3706 3366

ii) 400 mm RMT 4064 3691

iii) 450 mm RMT 4499 4086

iv) 500 mm RMT 5006 4546

v) 600 mm RMT 6510 5912

vi) 700 mm RMT 7522 6831

vii) 800 mm RMT 8168 7418

viii) 900 mm RMT 11414 10367

ix) 1000 mm RMT 13155 11947

x) 1100 mm RMT 18907 17171

xi) 1200 mm RMT 21085 19149

xii) 1300 mm RMT 24621 22362

xiii) 1400 mm RMT 26410 23986

xiv) 1500 mm RMT 28184 25598

xv) 1600 mm RMT 30364 27577

xvi) 1700 mm RMT 32213 29256

xvii) 1800 mm RMT 34393 31237

B Factory Test Pressure 6 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3710 3369

ii) 400 mm RMT 4068 3694

iii) 450 mm RMT 4501 4089

iv) 500 mm RMT 5013 4554

v) 600 mm RMT 6517 5920

vi) 700 mm RMT 7528 6838

vii) 800 mm RMT 8175 7425

viii) 900 mm RMT 11421 10373


2012-13 2013-14

(SECTION - I : (VIII) B.W.S.C. PIPES) Page No. 79


2012-13 2013-14

ix) 1000 mm RMT 13160 11953

x) 1100 mm RMT 18913 17179

xi) 1200 mm RMT 21090 19157

xii) 1300 mm RMT 24627 22367

xiii) 1400 mm RMT 26416 23992

xiv) 1500 mm RMT 28192 25604

xv) 1600 mm RMT 30370 27584

xvi) 1700 mm RMT 32219 29262

xvii) 1800 mm RMT 34399 31243


i) 350 mm RMT 3713 3373

ii) 400 mm RMT 4071 3698

iii) 450 mm RMT 4506 4092

iv) 500 mm RMT 5025 4564

v) 600 mm RMT 6528 5928

vi) 700 mm RMT 7540 6847

vii) 800 mm RMT 8186 7434

viii) 900 mm RMT 11432 10383

ix) 1000 mm RMT 13172 11964

x) 1100 mm RMT 18925 17187

xi) 1200 mm RMT 21102 19165

xii) 1300 mm RMT 24638 22378

xiii) 1400 mm RMT 26427 24002

xiv) 1500 mm RMT 28203 25614

xv) 1600 mm RMT 30382 27594

xvi) 1700 mm RMT 32230 29272

xvii) 1800 mm RMT 34411 31253

D Factory Test Pressure 10 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3717 3375

ii) 400 mm RMT 4075 3702

iii) 450 mm RMT 4509 4095

iv) 500 mm RMT 5040 4577

v) 600 mm RMT 6544 5943

vi) 700 mm RMT 7555 6862

vii) 800 mm RMT 8202 7449

viii) 900 mm RMT 11437 10398

ix) 1000 mm RMT 13187 11978

x) 1100 mm RMT 18941 17202

xi) 1200 mm RMT 21117 19180

xii) 1300 mm RMT 24653 22392

xiii) 1400 mm RMT 26443 24016

xiv) 1500 mm RMT 28218 25629

xv) 1600 mm RMT 30397 27608

xvi) 1700 mm RMT 32245 29286

xvii) 1800 mm RMT 34426 31268


i) 350 mm RMT 3720 3379

ii) 400 mm RMT 4079 3704

iii) 450 mm RMT 4513 4099

iv) 500 mm RMT 5059 4597

v) 600 mm RMT 6564 5961

vi) 700 mm RMT 7575 6880

vii) 800 mm RMT 9368 8507

viii) 900 mm RMT 11448 10398

ix) 1000 mm RMT 14231 12925

x) 1100 mm RMT 18960 17221

xi) 1200 mm RMT 21138 19200

xii) 1300 mm RMT 24675 22411

xiii) 1400 mm RMT 26464 24036

xiv) 1500 mm RMT 28538 25921

xv) 1600 mm RMT 31570 28673



2012-13 2013-14

xvi) 1700 mm RMT 34171 31036

xvii) 1800 mm RMT 38004 34516

F Factory Test Pressure 14 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3724 3383

ii) 400 mm RMT 4083 3707

iii) 450 mm RMT 4526 4110

iv) 500 mm RMT 5152 4679

v) 600 mm RMT 6683 6069

vi) 700 mm RMT 8695 7898

vii) 800 mm RMT 10196 9259

viii) 900 mm RMT 12574 11420

ix) 1000 mm RMT 15138 13750

x) 1100 mm RMT 19037 17291

xi) 1200 mm RMT 21130 19191

xii) 1300 mm RMT 25286 22965

xiii) 1400 mm RMT 28572 25951

xiv) 1500 mm RMT 31792 28874

xv) 1600 mm RMT 35451 32197

xvi) 1700 mm RMT 38923 35351

xvii) 1800 mm RMT 42585 38678


i) 350 mm RMT 3728 3386

ii) 400 mm RMT 4087 3712

iii) 450 mm RMT 4684 4255

iv) 500 mm RMT 5525 5018

v) 600 mm RMT 7173 6515

vi) 700 mm RMT 9254 8407

vii) 800 mm RMT 11090 10073

viii) 900 mm RMT 13717 12458

ix) 1000 mm RMT 16673 15143

x) 1100 mm RMT 20080 18238

xi) 1200 mm RMT 23418 21269

xii) 1300 mm RMT 27896 25337

xiii) 1400 mm RMT 31490 28601

xiv) 1500 mm RMT 35119 31896

xv) 1600 mm RMT 39052 35470

xvi) 1700 mm RMT 43349 39371

xvii) 1800 mm RMT 48369 43932

H Factory Test Pressure 18 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3732 3391

ii) 400 mm RMT 4148 3767

iii) 450 mm RMT 4833 4389

iv) 500 mm RMT 5691 5168

v) 600 mm RMT 7444 6761

vi) 700 mm RMT 9785 8888

vii) 800 mm RMT 11550 10491

viii) 900 mm RMT 14275 12966

ix) 1000 mm RMT 17415 15817

x) 1100 mm RMT 20957 19033

xi) 1200 mm RMT 24417 22177

xii) 1300 mm RMT 28992 26333

xiii) 1400 mm RMT 33132 30092

xiv) 1500 mm RMT 36595 33237

xv) 1600 mm RMT 41512 37703

xvi) 1700 mm RMT 46039 41816

xvii) 1800 mm RMT 50958 46283


i) 350 mm RMT 3719 3379

ii) 400 mm RMT 4380 3979

iii) 450 mm RMT 5004 4544

iv) 500 mm RMT 6065 5509



2012-13 2013-14

v) 600 mm RMT 7935 7207

vi) 700 mm RMT 10317 9371

vii) 800 mm RMT 12595 11439

viii) 900 mm RMT 15551 14125

ix) 1000 mm RMT 19029 17282

x) 1100 mm RMT 22835 20741

xi) 1200 mm RMT 26549 24114

xii) 1300 mm RMT 31538 28644

xiii) 1400 mm RMT 36348 33012

xiv) 1500 mm RMT 40934 37179

xv) 1600 mm RMT 45721 41525

xvi) 1700 mm RMT 51075 46389

xvii) 1800 mm RMT 56537 51351

Notes

1) For lowering and laying and for 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.

2) For field welding, rates applicable for similar

welding in M.S. pipes given in that section

shall be adopted.


contractor for lowering, laying, jointing and

testing is separate, the principal contractor

shall enter into an agreement with B.W.S.C.

pipe manufacturer for satisfactory

manufacturing, transporting, lowering, laying,

jointing and testing of pipes. This foot note

shall appear into the tender conditions.

4) No negative tolerance shall be accepted for

the M.S. shell thickness of B.W.S.C. pipes

over the thickness mentioned in EN-641 of

AWWA C-303.


Section - I (IX)

Glass Reinforced Plastic Pipes

(GRP)

SECTION - I - (IX) GLASS REINFORCED PLASTIC PIPES (GRP)

1 Providing and supplying Glass

Fibre Reinforced Polyester Pipes

conforming to BIS-12709 / BIS-

14402 with double bell REKA GRP

couplings, 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 / stores, unloading and


A Class (SN) 2500

a) 3 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1371 1229

ii) 350 mm RMT 1586 1422

iii) 400 mm RMT 1745 1565

iv) 450 mm RMT 1965 1761

v) 500 mm RMT 2222 1992

vi) 600 mm RMT 2855 2559

vii) 700 mm RMT 3548 3181

viii) 800 mm RMT 4357 3906

ix) 900 mm RMT 5324 4773

x) 1000 mm RMT 6315 5662

xi) 1100 mm RMT 7677 6883

xii) 1200 mm RMT 8938 8013

xiii) 1300 mm RMT 10121 9074

xiv) 1400 mm RMT 11685 10477

xv) 1500 mm RMT 13280 11907

xvi) 1600 mm RMT 15466 13867

xvii) 1700 mm RMT 18269 16573

xviii) 1800 mm RMT 19935 18085

xix) 1900 mm RMT 22284 20216

xx) 2000 mm RMT 24092 21856

xxi) 2100 mm RMT 26923 24424

xxii) 2200 mm RMT 28899 26217

xxiii) 2300 mm RMT 31232 28333

xxiv) 2400 mm RMT 33384 30286

b) 6 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1422 1275

ii) 350 mm RMT 1626 1458

iii) 400 mm RMT 1827 1638

iv) 450 mm RMT 2029 1819

v) 500 mm RMT 2307 2068

vi) 600 mm RMT 2988 2679

vii) 700 mm RMT 3715 3331

viii) 800 mm RMT 4552 4081

ix) 900 mm RMT 5545 4972

x) 1000 mm RMT 6595 5913

xi) 1100 mm RMT 7992 7166

xii) 1200 mm RMT 9249 8293

xiii) 1300 mm RMT 10583 9489

xiv) 1400 mm RMT 12109 10857


2012-13 2013-14

(SECTION - I : (IX) G.R.P. PIPES) Page No. 83


2012-13 2013-14

xv) 1500 mm RMT 13814 12385

xvi) 1600 mm RMT 16111 14445

xvii) 1700 mm RMT 19038 17271

xviii) 1800 mm RMT 20715 18793

xix) 1900 mm RMT 23181 21029

xx) 2000 mm RMT 25033 22710

xxi) 2100 mm RMT 27987 25389

xxii) 2200 mm RMT 30159 27360

xxiii) 2300 mm RMT 32504 29488

xxiv) 2400 mm RMT 34710 31489

c) 9 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1468 1316

ii) 350 mm RMT 1706 1530

iii) 400 mm RMT 1902 1705

iv) 450 mm RMT 2157 1933

v) 500 mm RMT 2445 2192

vi) 600 mm RMT 3171 2843

vii) 700 mm RMT 3949 3541

viii) 800 mm RMT 4919 4410

ix) 900 mm RMT 6009 5387

x) 1000 mm RMT 7114 6378

xi) 1100 mm RMT 8598 7708

xii) 1200 mm RMT 9983 8950

xiii) 1300 mm RMT 11527 10335

xiv) 1400 mm RMT 13245 11875

xv) 1500 mm RMT 15044 13488

xvi) 1600 mm RMT 17564 15747

xvii) 1700 mm RMT 20797 18867

xviii) 1800 mm RMT 22744 20633

xix) 1900 mm RMT 25266 22921

xx) 2000 mm RMT 27416 24872

xxi) 2100 mm RMT 30510 27678

xxii) 2200 mm RMT 32799 29755

xxiii) 2300 mm RMT 35415 32129

xxiv) 2400 mm RMT 38193 34649

d) 12 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1556 1395

ii) 350 mm RMT 1796 1610

iii) 400 mm RMT 2000 1793

iv) 450 mm RMT 2613 2342

v) 500 mm RMT 2264 2029

vi) 600 mm RMT 3407 3054

vii) 700 mm RMT 4225 3788

viii) 800 mm RMT 5234 4693

ix) 900 mm RMT 6418 5754

x) 1000 mm RMT 7650 6859

xi) 1100 mm RMT 9377 8406

xii) 1200 mm RMT 10936 9805

xiii) 1300 mm RMT 12378 11097

xiv) 1400 mm RMT 14246 12772

xv) 1500 mm RMT 16289 14604

xvi) 1600 mm RMT 18892 16938

xvii) 1700 mm RMT 22414 20334

xviii) 1800 mm RMT 24573 22293

xix) 1900 mm RMT 27200 24676

xx) 2000 mm RMT 29580 26835

xxi) 2100 mm RMT 32976 29916



2012-13 2013-14

xxii) 2200 mm RMT 35587 32284

e) 15 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1620 1452

ii) 350 mm RMT 1871 1677

iii) 400 mm RMT 2080 1865

iv) 450 mm RMT 2398 2150

v) 500 mm RMT 2756 2471

vi) 600 mm RMT 3642 3265

vii) 700 mm RMT 4543 4073

viii) 800 mm RMT 5669 5082

ix) 900 mm RMT 6987 6264

x) 1000 mm RMT 8292 7434

xi) 1100 mm RMT 10173 9121

xii) 1200 mm RMT 11804 10583

xiii) 1300 mm RMT 13549 12147

xiv) 1400 mm RMT 15595 13982

xv) 1500 mm RMT 17692 15862

xvi) 1600 mm RMT 20527 18404

xvii) 1700 mm RMT 24695 22403

xviii) 1800 mm RMT 26988 24483

xix) 1900 mm RMT 30134 27338

xx) 2000 mm RMT 32796 29752

B Class (SN) 5000


i) 300 mm RMT 1470 1317

ii) 350 mm RMT 1724 1546

iii) 400 mm RMT 1965 1761

iv) 450 mm RMT 2234 2004

v) 500 mm RMT 2472 2216

vi) 600 mm RMT 3222 2889

vii) 700 mm RMT 4033 3616

viii) 800 mm RMT 4999 4482

ix) 900 mm RMT 6155 5519

x) 1000 mm RMT 7321 6564

xi) 1100 mm RMT 8874 7956

xii) 1200 mm RMT 10401 9325

xiii) 1300 mm RMT 11843 10618

xiv) 1400 mm RMT 13612 12204

xv) 1500 mm RMT 15533 13926

xvi) 1600 mm RMT 18058 16190

xvii) 1700 mm RMT 21385 19400

xviii) 1800 mm RMT 23454 21277

xix) 1900 mm RMT 26105 23682

xx) 2000 mm RMT 28394 25758

xxi) 2100 mm RMT 31611 28677

xxii) 2200 mm RMT 34120 30954


i) 300 mm RMT 1492 1338

ii) 350 mm RMT 1753 1572

iii) 400 mm RMT 1938 1737

iv) 450 mm RMT 2209 1980

v) 500 mm RMT 2545 2282

vi) 600 mm RMT 3292 2952

vii) 700 mm RMT 4136 3708

viii) 800 mm RMT 5119 4589

ix) 900 mm RMT 6305 5653

x) 1000 mm RMT 7485 6711



2012-13 2013-14

xi) 1100 mm RMT 9154 8208

xii) 1200 mm RMT 10641 9540

xiii) 1300 mm RMT 12160 10902

xiv) 1400 mm RMT 13952 12509

xv) 1500 mm RMT 15896 14252

xvi) 1600 mm RMT 18502 16589

xvii) 1700 mm RMT 21907 19874

xviii) 1800 mm RMT 24020 21791

xix) 1900 mm RMT 26757 24274

xx) 2000 mm RMT 29152 26446

xxi) 2100 mm RMT 32429 29420

xxii) 2200 mm RMT 35057 31804


i) 300 mm RMT 1547 1387

ii) 350 mm RMT 1813 1625

iii) 400 mm RMT 2040 1829

iv) 450 mm RMT 2323 2082

v) 500 mm RMT 2657 2382

vi) 600 mm RMT 3650 3273

vii) 700 mm RMT 4334 3886

viii) 800 mm RMT 5582 5005

ix) 900 mm RMT 6590 5909

x) 1000 mm RMT 7861 7049

xi) 1100 mm RMT 12694 11381

xii) 1200 mm RMT 14442 12948

xiii) 1300 mm RMT 16271 14588

xiv) 1400 mm RMT 18213 16330

xv) 1500 mm RMT 20866 18707

xvi) 1600 mm RMT 23703 21252

xvii) 1700 mm RMT 28204 25586

xviii) 1800 mm RMT 30732 27880

d) 12 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1591 1426

ii) 350 mm RMT 1887 1692

iii) 400 mm RMT 2086 1870

iv) 450 mm RMT 2415 2165

v) 500 mm RMT 2758 2473

vi) 600 mm RMT 3642 3265

vii) 700 mm RMT 4591 4116

viii) 800 mm RMT 5666 5080

ix) 900 mm RMT 7076 6344

x) 1000 mm RMT 8322 7461

xi) 1100 mm RMT 10229 9170

xii) 1200 mm RMT 11886 10657

xiii) 1300 mm RMT 13623 12214

xiv) 1400 mm RMT 15698 14074

xv) 1500 mm RMT 17831 15986

xvi) 1600 mm RMT 20607 18476

xvii) 1700 mm RMT 24516 22241

xviii) 1800 mm RMT 26951 24450

xix) 1900 mm RMT 29866 27095


i) 300 mm RMT 1647 1477

ii) 350 mm RMT 1962 1758

iii) 400 mm RMT 2193 1966

iv) 450 mm RMT 2533 2271

v) 500 mm RMT 2890 2591



2012-13 2013-14

vi) 600 mm RMT 3836 3439

vii) 700 mm RMT 4827 4328

viii) 800 mm RMT 6040 5415

ix) 900 mm RMT 7450 6679

x) 1000 mm RMT 8882 7963

xi) 1100 mm RMT 10802 9685

xii) 1200 mm RMT 12657 11348

xiii) 1300 mm RMT 14463 12967

xiv) 1400 mm RMT 16688 14962

xv) 1500 mm RMT 18981 17018

xvi) 1600 mm RMT 21975 19703

xvii) 1700 mm RMT 26079 23659

xviii) 1800 mm RMT 28722 26057

Notes

1) For lowering, laying and jointing

rates of G.R.P. pipes, 50% rates

for lowering, laying and jointing of

P.S.C. pipes of corresponding dia.

shall be adopted.

2) Whenever manufacturer is

separate and contractor for


testing is separate, the principal

contractor shall enter into an

agreement with G.R.P. pipe

manufacturer for satisfactory

manufacturing, transporting,


testing of pipes. This foot note

shall appear into the tender

conditions.

3) Only 85% rate is payable till

satisfactory hydraulic testing is

given.


Section - I (X)

High Density Polyethelene Pipes

(HDPE)

SECTION - I : (X) HIGH DENSITY POLYETHELENE PIPES (HDPE)

1 Providing and supplying in

standard lengths Polyethelene

Pipes conforming to IS-

4984/14151/12786/13488 with

necessary jointing material like

mechanical connectors, i.e. thread/

insert joint/ quick release coupler

joint/ compression fitting joint or

flanged joint, including all taxes

(Central and local), transportation

and freight charges, inspection

charges, loading/ unloading

charges, conveyance to the

departmental stores/ site and

stacking the same in closed

shade duly protecting from sunrays

and rains, etc. complete.

A P.E. 100


i) 63 mm RMT 91 84

ii) 75 mm RMT 132 119

iii) 90 mm RMT 184 167

iv) 110 mm RMT 267 242

v) 125 mm RMT 364 330

vi) 140 mm RMT 457 415

vii) 160 mm RMT 592 538

viii) 180 mm RMT 746 678

ix) 200 mm RMT 876 794

x) 225 mm RMT 1129 1024

xi) 250 mm RMT 1385 1257

xii) 280 mm RMT 1737 1576

xiii) 315 mm RMT 2201 1997

xiv) 355 mm RMT 2790 2531

xv) 400 mm RMT 3654 3315

xvi) 450 mm RMT 4814 4368

xvii) 500 mm RMT 5953 5400

xviii) 560 mm RMT 7451 6760

xix) 630 mm RMT 9385 8509

xx) 710 mm RMT 11891 10986

xix) 800 mm RMT 14336 13244

xx) 900 mm RMT 18161 16778

xix) 1000 mm RMT 22394 20690


i) 63 mm RMT 116 105

ii) 75 mm RMT 172 156

iii) 90 mm RMT 231 209

iv) 110 mm RMT 340 308

v) 125 mm RMT 461 418

vi) 140 mm RMT 576 524

vii) 160 mm RMT 750 680

viii) 180 mm RMT 945 857

ix) 200 mm RMT 1113 1010

x) 225 mm RMT 1430 1297

xi) 250 mm RMT 1762 1598


2012-13 2013-14

(SECTION - I : (X) H.D.P.E. PIPES) Page No. 88


2012-13 2013-14

xii) 280 mm RMT 2210 2004

xiii) 315 mm RMT 2794 2536

xiv) 355 mm RMT 3537 3209

xv) 400 mm RMT 4645 4215

xvi) 450 mm RMT 6212 5635

xvii) 500 mm RMT 7663 6951

xviii) 560 mm RMT 9618 8725

xix) 630 mm RMT 12109 10978

xx) 710 mm RMT 15344 14176

xix) 800 mm RMT 18509 17100

xx) 900 mm RMT 23430 21646

xix) 1000 mm RMT 22868 21127


i) 63 mm RMT 145 131

ii) 75 mm RMT 204 185

iii) 90 mm RMT 290 264

iv) 110 mm RMT 428 389

v) 125 mm RMT 552 501

vi) 140 mm RMT 690 625

vii) 160 mm RMT 895 813

viii) 180 mm RMT 1136 1031

ix) 200 mm RMT 1331 1208

x) 225 mm RMT 1704 1547

xi) 250 mm RMT 2129 1931

xii) 280 mm RMT 2628 2385

xiii) 315 mm RMT 3376 3062

xiv) 355 mm RMT 4236 3843

xv) 400 mm RMT 5643 5118

xvi) 450 mm RMT 7509 6811

xvii) 500 mm RMT 9280 8418

xviii) 560 mm RMT 11161 10124

xix) 630 mm RMT 14659 13289

xx) 710 mm RMT 18618 16880

xix) 800 mm RMT 22441 20346

xx) 900 mm RMT 22710 20589

xix) 1000 mm RMT 28067 25445

d) 12.5 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 169 154

ii) 75 mm RMT 239 217

iii) 90 mm RMT 345 314

iv) 110 mm RMT 508 461

v) 125 mm RMT 656 595

vi) 140 mm RMT 822 746

vii) 160 mm RMT 1070 971

viii) 180 mm RMT 1354 1228

ix) 200 mm RMT 1591 1443

x) 225 mm RMT 2053 1862

xi) 250 mm RMT 2525 2290

xii) 280 mm RMT 3166 2872

xiii) 315 mm RMT 4007 3636

xiv) 355 mm RMT 5089 4617

xv) 400 mm RMT 6688 6068

xvi) 450 mm RMT 8938 8108

xvii) 500 mm RMT 11015 9994

xviii) 560 mm RMT 13808 12528

xix) 630 mm RMT 17623 15978

xx) 710 mm RMT 18175 16478



2012-13 2013-14

xix) 800 mm RMT 21902 19857

xx) 900 mm RMT 27748 25156

xix) 1000 mm RMT 33795 30639


i) 63 mm RMT 205 185

ii) 75 mm RMT 288 262

iii) 90 mm RMT 414 375

iv) 110 mm RMT 612 554

v) 125 mm RMT 790 717

vi) 140 mm RMT 986 894

vii) 160 mm RMT 1293 1173

viii) 180 mm RMT 1627 1476

ix) 200 mm RMT 2808 2549

x) 225 mm RMT 3550 3221

xi) 250 mm RMT 4379 3973

xii) 280 mm RMT 5493 4983

xiii) 315 mm RMT 6943 6300

xiv) 355 mm RMT 8809 7990

xv) 400 mm RMT 11410 10352

xvi) 450 mm RMT 14463 13120

xvii) 500 mm RMT 17835 16180

xviii) 560 mm RMT 13650 12375

xix) 630 mm RMT 17294 15679

xx) 710 mm RMT 22006 19951

xix) 800 mm RMT 26511 24035

xx) 900 mm RMT 33558 30424

xix) 1000 mm RMT 41199 37353

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-

3:2007with necessary 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

ii) 175 mm(OD) Rmt 320

iii) 200 mm(OD) Rmt 400

iv) 250 mm(OD) Rmt 592



2012-13 2013-14

v) 315 mm(OD) Rmt 840

Class SN8 SN8

i) 160 mm (OD) Rmt 304

ii) 175 mm(OD) Rmt 365

iii) 200 mm(OD) Rmt 440

iv) 250 mm(OD) Rmt 840

v) 315 mm(OD) Rmt 1056

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/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

ii) 25mm Rmt 15

iii) 32mm Rmt 20

iv) 40mm Rmt 25

v) 50mm Rmt 30

vi) 63mm Rmt 37

vii) 75mm Rmt 40

viii) 90mm Rmt 55

ix) 110mm Rmt 58

x) 125mm Rmt 66

xi) 140mm Rmt 89

xii) 160mm Rmt 95

xiii) 180mm Rmt 95

xiv) 200mm Rmt 106

xv) 225mm Rmt 136

xvi) 250mm Rmt 141

xvii) 280mm Rmt 174

xvi) 315mm Rmt 191

xvii) 355mm Rmt 209

xvi) 400mm Rmt 211

xvii) 450mm Rmt 238

xvi) 500mm Rmt 308

xvii) 560mm Rmt 345

xvi) 630mm Rmt 388



2012-13 2013-14

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


works including cost of all labour

material except O ring coupler

giving satisfactory hydraulic testing

as per relevant ISO etc complete

Rate for SN 4 and SN8

i) 160MM (OD) Rmt 32

ii) 175MM (OD) Rmt 36

iii) 200MM (OD) Rmt 39

iv) 250MM (OD) Rmt 49

v) 315MM (OD) Rmt 60


Section - I (XI)

Medium Density Polyethylene

Pipes (MDPE)

(SECTION - I : (XI) MEDIUM DENSITY POLYETHYLENE PIPES (MDPE)

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 with quality

assurance certificate from quality

agencies like WRC / CIPET (India)

/ DVGM / KIWA / SPGN, etc. for

usage in Drinking Water System.

The cost shall include testing of all

materials, all taxes (Central, State,

Municipal), inspection charges,

transportation upto site, transit

insurance, loading as specified

and directed, unloading, stacking,

etc. complete as specified and

directed.

A PN 16 (SDR 9) With E.D. Without E.D.

i) 20 mm RMT 28 26

ii) 25 mm RMT 40 36

iii) 32 mm RMT 66 59

iv) 40 mm RMT 97 87

v) 50 mm RMT 148 132

vi) 63 mm RMT 218 194

vii) 75 mm RMT 295 262

viii) 90 mm RMT 426 379

ix) 110 mm RMT 633 563

x) 125 mm RMT 817 727

xi) 140 mm RMT 1027 914

xii) 160 mm RMT 1361 1211

xiii) 180 mm RMT 1722 1533

xiv) 200 mm RMT 2129 1895

xv) 225 mm RMT 2697 2400

xvi) 250 mm RMT 3316 2952

xvii) 280 mm RMT 4169 3711

xviii) 315 mm RMT 5362 4772

B PN 12.5 (SDR 11) With E.D. Without E.D.

i) 25 mm RMT 37 33

ii) 32 mm RMT 62 55

iii) 40 mm RMT 90 84

iv) 50 mm RMT 130 116

v) 63 mm RMT 175 158

vi) 75 mm RMT 245 219

vii) 90 mm RMT 359 316

viii) 110 mm RMT 526 468

ix) 125 mm RMT 684 609

x) 140 mm RMT 854 760

xi) 160 mm RMT 1118 995

xii) 180 mm RMT 1439 1291

xiii) 200 mm RMT 1778 1581

xiv) 225 mm RMT 2248 2001

xv) 250 mm RMT 2770 2479

xvi) 280 mm RMT 3471 3089


2012-13 2013-14

(SECTION - I : (XI) M.D.P.E. PIPES) Page No. 93


2012-13 2013-14

xvii) 315 mm RMT 4400 3916

C PN 10 (SDR 13.6) With E.D. Without E.D.

i) 63 mm RMT 150 134

ii) 75 mm RMT 212 189

iii) 90 mm RMT 305 272

iv) 110 mm RMT 450 401

v) 125 mm RMT 579 516

vi) 140 mm RMT 727 647

vii) 160 mm RMT 951 846

viii) 180 mm RMT 1205 1072

ix) 200 mm RMT 1483 1320

x) 225 mm RMT 1881 1673

xi) 250 mm RMT 2315 2060

xii) 280 mm RMT 2900 2581

xiii) 315 mm RMT 3662 3259

D PN 8 (SDR 17) With E.D. Without E.D.

i) 63 mm RMT 122 108

ii) 75 mm RMT 171 152

iii) 90 mm RMT 247 220

iv) 110 mm RMT 367 327

v) 125 mm RMT 470 418

vi) 140 mm RMT 589 524

vii) 160 mm RMT 771 686

viii) 180 mm RMT 977 870

ix) 200 mm RMT 1203 1071

x) 225 mm RMT 1528 1360

xi) 250 mm RMT 1875 1705

xii) 280 mm RMT 2399 2135

xiii) 315 mm RMT 3040 2705

E PN 6 (SDR 21) With E.D. Without E.D.

i) 63 mm RMT 94 84

ii) 75 mm RMT 136 121

iii) 90 mm RMT 190 169

iv) 110 mm RMT 284 258

v) 125 mm RMT 374 326

vi) 140 mm RMT 460 410

vii) 160 mm RMT 602 536

viii) 180 mm RMT 756 672

ix) 200 mm RMT 939 836

x) 225 mm RMT 1189 1058

xi) 250 mm RMT 1452 1293

xii) 280 mm RMT 1836 1634

xiii) 315 mm RMT 2309 2055



2012-13 2013-14

2 Providing and supply of Electro

Fusion Fittings in accordance with

BS EN- 12201/Part-3 suitable for

drinking water within black/ blue

colour manufactured from

compounded PE-80 / PE-100

virgin polymer and compatible with

PE-80 / PE-100 pipes, in pressure

rating SDR11 with min PN 12.5

rated for water application and

shall be inclusive of all cost such

as testing, all taxes related to

central, state and municipal,

inspection charges, transportation

upto site, transit insurance,

loading, unloading, stacking, etc.

complete.

A Couplers With E.D.

i) 20 No 100

ii) 25 No 100

iii) 32 No 100

iv) 40 No 173

v) 50 No 217

vi) 63 No 257

vii) 75 No 435

viii) 90 No 476

ix) 110 No 664

x) 125 No 675

xi) 140 No 1446

xii) 160 No 1569

xiii) 180 No 2254

xiv) 200 No 2530

xv) 225 No 3189

xvi) 250 No 4973

xvii) 280 No 5600

xviii) 315 No 6116

B Equal Tee With E.D.

i) 20 No 210

ii) 25 No 210

iii) 32 No 210

iv) 40 No 463

v) 50 No 473

vi) 63 No 775

vii) 75 No 1135

viii) 90 No 1620

ix) 110 No 2250

x) 125 No 3104

xi) 160 No 5380

xii) 180 No 6758

xiii) 200 No 10832

xiv) 225 No 12215

xv) 250 No 17895

C Elbow 90 Deg. With E.D.

i) 20 No 112

ii) 25 No 112

iii) 32 No 113



2012-13 2013-14

iv) 40 No 153

v) 50 No 181

vi) 63 No 252

vii) 75 No 394

viii) 90 No 465

ix) 110 No 641

x) 125 No 816

xi) 160 No 1786

xii) 180 No 2070

xiii) 200 No 2679

xiv) 225 No 5840

xv) 250 No 10943

D Elbow 45 Deg. With E.D.

i) 32 No 120

ii) 40 No 145

iii) 50 No 172

iv) 63 No 240

v) 75 No 374

vi) 90 No 442

vii) 110 No 641

viii) 125 No 816

ix) 160 No 1503

x) 180 No 1970

xi) 200 No 2070

xii) 225 No 2679

xiii) 250 No 5840

E Reducer With E.D.

i) 25 x 20 No 150

ii) 32 x 20 No 158

iii) 32 x 25 No 165

iv) 40 x 32 No 179

v) 50 x 32 No 179

vi) 50 x 40 No 179

vii) 63 x 32 No 217

viii) 63 x 40 No 217

ix) 63 x 50 No 217

x) 90 x 63 No 536

xi) 110 x 75 No 697

xii) 110 x 90 No 697

xiii) 125 x 90 No 774

xiv) 160 x 110 No 1369

xv) 180 x 125 No 1705

xvi) 200 x 160 No 2020

xvii) 225 x 160 No 2955

xviii) 250 x 160 No 4082

xix) 250 x 200 No 4465

F End Cap With E.D.

i) 20 No 40

ii) 25 No 40

iii) 32 No 55

iv) 40 No 60

v) 50 No 64

vi) 63 No 84

vii) 75 No 308

viii) 90 No 351

ix) 110 No 493

x) 125 No 624



2012-13 2013-14

xi) 140 No 1021

xii) 160 No 1106

xiii) 180 No 1286

xiv) 200 No 2055

xv) 225 No 3530

xvi) 250 No 4550

xvii) 315 No 7527

G Ferrule Tapping Tee With E.D.

1 63 x ½" No 757

2 63 x ¾" No 757

3 63 x 1" No 757

4 75 x ½" No 757

5 75 x ¾" No 757

6 75 x 1" No 757

7 90 x ½" No 757

8 90 x ¾" No 757

9 90 x 1" No 757

10 90 x 1¼" No 982

11 90 x 1½" No 982

12 90 x 2" No 982

13 110 x ½" No 757

14 110 x ¾" No 757

15 110 x 1" No 757

16 110 x 1¼" No 982

17 100 x 1½" No 982

18 110 x 2" No 982

19 160 x ½" No 757

20 160 x ¾" No 757

21 160 x 1" No 757

22 160 x 1¼" No 1070

23 160 x 1½" No 1070

24 160 x 2" No 1070

25 200 x ½" No 1068

26 200 x ¾" No 1068

27 200 x 1" No 1068

28 200 x 1¼" No 1540

29 200 x 1½" No 1540

30 200 x 2" No 1540

31 250 x ½" No 1068

32 250 x ¾" No 1068

33 250 x 1" No 1068

34 250 x 1¼" No 1540

35 250 x 1½" No 1540

36 250 x 2" No 1540

37 315 x ½" No 1271

38 315 x ¾" No 1271

39 315 x 1" No 1271

40 315 x 1¼" No 1726

41 315 x 1½" No 1726

42 315 x 2" No 1726



2012-13 2013-14

3 Providing and supply of

Compression fittings, PN-16 rated

in conformation to ISO-

14236/2000 and shall be tested as

per ISO-3459, ISO-3501 and ISO-

3503, suitable for drinking water

and 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

and municipal, inspection charges,

transportation upto site, transit

insurance, loading, unloading,


A Male Adaptor With E.D.

i) 20 x ½" No 68

ii) 25 x ¾" No 78

iii) 32 x 1" No 100

iv) 40 x 1¼" No 184

v) 50 x 1½" No 241

vi) 63 x 2" No 344

B Female Adaptor With E.D.

i) 20 x ½" No 73

ii) 25 x ¾" No 86

iii) 32 x 1" No 108

iv) 40 x 1¼" No 202

v) 50 x 1½" No 259

vi) 63 x 2" No 365

C Coupling With E.D.

i) 20 x 20 No 70

ii) 25 x 25 No 77

iii) 32 x 32 No 98

iv) 40 x 40 No 187

v) 50 x 50 No 240

vi) 63 x 63 No 347

D Reducing Coupling With E.D.

i) 25 x 20 No 128

ii) 32 x 20 No 169

iii) 32 x 25 No 169

iv) 40 x 25 No 289

v) 40 x 32 No 289

vi) 50 x 32 No 374

vii) 50 x 40 No 374

viii) 63 x 50 No 530

E Elbow 90 Deg. With E.D.

i) 20 No 130

ii) 25 No 155

iii) 32 No 190

iv) 40 No 312

v) 50 No 443

vi) 63 No 600

F Elbow 90 Deg. threaded male off

take

With E.D.

i) 20 x ½" No 78

ii) 25 x ¾" No 95



2012-13 2013-14

iii) 32 x 1" No 123

iv) 40 x 1¼" No 197

v) 50 x 1½" No 269

vi) 63 x 2" No 374

G Elbow 90 Deg. threaded female off

take

With E.D.

i) 20 x ½" No 89

ii) 25 x ¾" No 110

iii) 32 x 1" No 132

iv) 40 x 1¼" No 257

v) 50 x 1½" No 337

vi) 63 x 2" No 443

H Equal Tee With E.D.

i) 20 x 20 x 20 No 155

ii) 25 x 25 x 25 No 204

iii) 32 x 32 x 32 No 264

iv) 40 x 40 x 40 No 436

v) 50 x 50 x 50 No 590

vi) 63 x 63 x 63 No 839

I End Cap With E.D.

i) 20 No 40

ii) 25 No 40

iii) 32 No 55

iv) 40 No 60

v) 50 No 64

vi) 63 No 84


Section - I (XII)

Prestressed Concrete Cylinder

Pipes (PCCP)

SECTION - I : (XII) PRESTRESSED CONCRETE CYLINDER PIPES (PCCP)

1 Providing and supplying Prestressed Concrete

Cylinder Pipes suitable for sliding overlap weld

joint or confined rubber ring joint with

necessary rubber ring of following class and

diameter including cost of all taxes (Central

and local), inspection charges, transportation

to site of work / stores, transit insurance,

unloading and stacking, etc. complete. As per

IS-784:2001


a) Site test pressure + 0.1 N/mm2, for working

pressure upto 1N/mm2.

b) Site test pressure + 0.2 N/mm2, for working

pressure above 1N/mm2.


pressure pertaining to the section or 1.1 times

static pressure, whichever is more (such

pressure is to be controlled within 25 % of

pump head in case of pumping main)


sustained internal pressure including surge to

which each portion of pipeline may be

subjected when installed.


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

xvi) 1700 mm RMT 24958.00 22668.00

xvii) 1800 mm RMT 26440.00 24014.00

B Factory Test Pressure 5.5 Kg/cm² With E.D. Without E.D.

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

xvi) 1700 mm RMT 25315.00 22992.00


2012-13 2013-14

(SECTION - I : (XII) P.C.C.P. PIPES) Page No. 100


2012-13 2013-14

xvii) 1800 mm RMT 26797.00 24339.00


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

xvi) 1700 mm RMT 25349.00 23023.00

xvii) 1800 mm RMT 26831.00 24369.00

D Factory Test Pressure 8.5 Kg/cm² With E.D. Without E.D.

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

xvi) 1700 mm RMT 25755.00 23392.00

xvii) 1800 mm RMT 27237.00 24738.00


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

xvi) 1700 mm RMT 26175.00 23773.00

xvii) 1800 mm RMT 27657.00 25120.00

F Factory Test Pressure 11.5 Kg/cm² With E.D. Without E.D.

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



2012-13 2013-14

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

xvi) 1700 mm RMT 26596.00 24155.00

xvii) 1800 mm RMT 28078.00 25502.00


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

xvi) 1700 mm RMT 27012.00 24534.00

xvii) 1800 mm RMT 28494.00 25871.00

H Factory Test Pressure 14.5 Kg/cm² With E.D. Without E.D.

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

xvi) 1700 mm RMT 28057.00 25483.00

xvii) 1800 mm RMT 29539.00 26830.00


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



2012-13 2013-14

xiii) 1400 mm RMT 24628.00 22367.00

xiv) 1500 mm RMT 25558.00 23214.00

xv) 1600 mm RMT 27041.00 24560.00

xvi) 1700 mm RMT 28524.00 25907.00

xvii) 1800 mm RMT 30006.00 27253.00

J Factory Test Pressure 18.5 Kg/cm² With E.D. Without E.D.

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

xvi) 1700 mm RMT 28635.00 26009.00

xvii) 1800 mm RMT 30119.00 27355.00

K Factory Test Pressure 20 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4711.00 4278.00

ii) 400 mm RMT 5257.00 4775.00

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

xvi) 1700 mm RMT 29192.00 26514.00

xvii) 1800 mm RMT 30674.00 27861.00

L Factory Test Pressure 21.5 Kg/cm² With E.D. Without E.D.

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

xvi) 1700 mm RMT 30611.00 27803.00

xvii) 1800 mm RMT 32094.00 29150.00

M Factory Test Pressure 23 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4787.00 4349.00



2012-13 2013-14

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

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

xvi) 1700 mm RMT 31116.00 28261.00

xvii) 1800 mm RMT 32598.00 29607.00

N Factory Test Pressure 24.5 Kg/cm² With E.D. Without E.D.

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

xvi) 1700 mm RMT 31642.00 28738.00

xvii) 1800 mm RMT 33124.00 30085.00

Notes

1) For P.C.C. pipes lowering, laying and 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.

2) For field welding rates applicable for similar

welding in M.S. pipes given in that section

shall be adopted.


contractor for lowering, laying, jointing and

testing is separate, the principal contractor

shall enter into an agreement with P.C.C. pipe

manufacturer for satisfactory manufacturing,

transporting, lowering, laying, jointing and

testing of pipes. This foot note shall appear

into the tender conditions.


Section - I (XIII)

Pipe Appurtenances

SECTION - I : (XIII) PIPE APPURTENANCESRate (Rs.) Rate (Rs.)

2012-13 2013-14

Providing and supplying ISI mark CI D/F reflux

valves (non-return valves) of following dia

including all taxes (Central and local), railway

freight, inspection charges, unloading from

railway wagon, loading into truck, transportation

upto departmental stores / site, unloading,


Reflux valves as per IS-5312 Part I (1984)

A Without bypass arrangement - PN-1

i) 50 mm No 3308.00

ii) 65 mm No 3873.00

iii) 80 mm No 4078.00

iv) 100 mm No 5694.00

v) 125 mm No 8130.00

vi) 150 mm No 9844.00

vii) 200 mm No 17694.00

viii) 250 mm No 30194.00

ix) 300 mm No 41374.00

x) 350 mm No 68478.00

xi) 400 mm No 94273.00

xii) 450 mm No 111059.00

xiii) 500 mm No 181880.00

xiv) 600 mm No 266900.00

xv) 700 mm No 468495.00

B With bypass arrangement - PN-1

i) 80 mm No 4709.00

ii) 100 mm No 6708.00

iii) 125 mm No 9134.00

iv) 150 mm No 10848.00

v) 200 mm No 20224.00

vi) 250 mm No 33057.00

vii) 300 mm No 44373.00

viii) 350 mm No 72752.00

ix) 400 mm No 97627.00

x) 450 mm No 114222.00

x) 500 mm No 185408.00

xii) 600 mm No 270477.00

xiii) 700 mm No 709220.00

xiv) 750 mm No 776307.00

xv) 800 mm No 843396.00

xvi) 900 mm No 920068.00

xvii) 1000 mm No 1073413.00

C Without bypass arrangement - PN-1.6

i) 50 mm No 3227.00

ii) 65 mm No 3486.00

iii) 80 mm No 5718.00

iv) 100 mm No 7323.00

v) 125 mm No 10203.00

vi) 150 mm No 11419.00

vii) 200 mm No 24284.00

viii) 250 mm No 38986.00

ix) 300 mm No 54474.00

x) 350 mm No 93820.00

xi) 400 mm No 108424.00

xii) 450 mm No 127927.00

1


(SECTION - I : (XIII) PIPE Appurtenances) Page No. 105


2012-13 2013-14


xiii) 500 mm No 207834.00

xiv) 600 mm No 305384.00

xv) 700 mm No 369010.00

xvi) 750 mm No 423608.00

xvii) 800 mm No 481972.00

xviii) 900 mm No 609995.00

xix) 1000 mm No 753081.00

xx) 1100 mm No 911227.00

xxi) 1200 mm No 1084436.00

D With bypass arrangement - PN-1.6

i) 50 mm No 3312.00

ii) 65 mm No 3727.00

iii) 80 mm No 5484.00

iv) 100 mm No 7092.00

v) 125 mm No 9911.00

vi) 150 mm No 12030.00

vii) 200 mm No 24298.00

viii) 250 mm No 36715.00

ix) 300 mm No 51028.00

x) 350 mm No 85713.00

xi) 400 mm No 112272.00

xii) 450 mm No 131355.00

xiii) 500 mm No 213216.00

xiv) 600 mm No 311049.00

xv) 700 mm No 375853.00

xvi) 750 mm No 431463.00

xvii) 800 mm No 490910.00

xviii) 900 mm No 621308.00

xix) 1000 mm No 767046.00

xx) 1100 mm No 928125.00

xxi) 1200 mm No 1104545.00

2 Providing double flanged Sluice Valves

conforming to IS-2906 / 14846 including worm

gear arrangements as per test pressure, stainless

steel spindle, caps, including all taxes,

transportation, etc. complete.

A Sluice Valve PN-1.0 (without bypass

arrangement)

i) 50 mm No 4391.00

ii) 65 mm No 4985.00

iii) 80 mm No 5116.00

iv) 100 mm No 6812.00

v) 125 mm No 8521.00

vi) 150 mm No 10217.00

vii) 200 mm No 19333.00

viii) 250 mm No 29913.00

ix) 300 mm No 37695.00

x) 350 mm No 53477.00

xi) 400 mm No 72101.00

xii) 450 mm No 88187.00

xiii) 500 mm No 113477.00

xiv) 600 mm No 167606.00

xv) 700 mm No 300430.00

xvi) 750 mm No 342603.00

xvii) 800 mm No 427239.00

xviii) 900 mm No 550860.00

xix) 1000 mm No 814189.00



2012-13 2013-14


xx) 1100 mm No 1078533.00

xxi) 1200 mm No 1280269.00

B Sluice Valve PN-1.0 (with bypass arrangement)

i) 50 mm No 4391.00

ii) 65 mm No 4985.00

iii) 80 mm No 5116.00

iv) 100 mm No 6812.00

v) 125 mm No 8521.00

vi) 150 mm No 12374.00

vii) 200 mm No 21854.00

viii) 250 mm No 33263.00

ix) 300 mm No 40982.00

x) 350 mm No 58087.00

xi) 400 mm No 77248.00

xii) 450 mm No 93275.00

xiii) 500 mm No 120104.00

xiv) 600 mm No 174198.00

xv) 700 mm No 310617.00

xvi) 750 mm No 351996.00

xvii) 800 mm No 437316.00

xviii) 900 mm No 561585.00

xix) 1000 mm No 826615.00

xx) 1100 mm No 1093680.00

xxi) 1200 mm No 1293675.00

C Sluice Valve PN-1.6 (without bypass

arrangement)

i) 50 mm No 5803.00

ii) 65 mm No 6371.00

iii) 80 mm No 7265.00

iv) 100 mm No 9636.00

v) 125 mm No 12024.00

vi) 150 mm No 11893.00

vii) 200 mm No 24101.00

viii) 250 mm No 37382.00

ix) 300 mm No 49699.00

x) 350 mm No 72811.00

xi) 400 mm No 99720.00

xii) 450 mm No 123737.00

xiii) 500 mm No 160146.00

xiv) 600 mm No 243982.00

xv) 700 mm No 524772.00

xvi) 750 mm No 579078.00

xvii) 800 mm No 672599.00

xviii) 900 mm No 813137.00

xix) 1000 mm No 1183325.00

xx) 1100 mm No 1285723.00

xxi) 1200 mm No 1721030.00

D Sluice Valve PN-1.6 (with bypass arrangement)

i) 50 mm No 5803.00

ii) 65 mm No 6371.00

iii) 80 mm No 7265.00

iv) 100 mm No 9636.00

v) 125 mm No 12024.00

vi) 150 mm No 14014.00

vii) 200 mm No 26755.00



2012-13 2013-14


viii) 250 mm No 40969.00

ix) 300 mm No 53299.00

x) 350 mm No 77866.00

xi) 400 mm No 105441.00

xii) 450 mm No 129463.00

xiii) 500 mm No 167602.00

xiv) 600 mm No 251533.00

xv) 700 mm No 538550.00

xvi) 750 mm No 589319.00

xvii) 800 mm No 682470.00

xviii) 900 mm No 823468.00

xix) 1000 mm No 1195568.00

xx) 1100 mm No 1297614.00

xxi) 1200 mm No 1734270.00

3 Providing double flanged short body pattern type

manually operated butterfly valves having body,

disc and end cover in graded cast iron to IS-210

Gr. CF 200 generally conforming in 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 Valve PN-1.0

i) 80 mm No 5808.00

ii) 100 mm No 7424.00

iii) 125 mm No 8467.00

iv) 150 mm No 10944.00

v) 200 mm No 14586.00

vi) 250 mm No 18230.00

vii) 300 mm No 28844.00

viii) 350 mm No 58665.00

ix) 400 mm No 63023.00

x) 450 mm No 72811.00

xi) 500 mm No 79947.00

xii) 600 mm No 98727.00

xiii) 700 mm No 159784.00

xiv) 750 mm No 198334.00

xv) 800 mm No 218214.00

xvi) 900 mm No 301378.00

xvii) 1000 mm No 358723.00

xviii) 1100 mm No 581758.00

xix) 1200 mm No 550499.00

xx) 1400 mm No 839367.00

xxi) 1500 mm No 1042954.00

B Butterfly Valve PN-1.6

i) 80 mm No 6444.00

ii) 100 mm No 8537.00

iii) 125 mm No 9317.00

iv) 150 mm No 12585.00

v) 200 mm No 16776.00

vi) 250 mm No 20965.00

vii) 300 mm No 33171.00

viii) 350 mm No 67464.00

ix) 400 mm No 72476.00

x) 450 mm No 83733.00

xi) 500 mm No 91939.00



2012-13 2013-14


xii) 600 mm No 113537.00

xiii) 700 mm No 183751.00

xiv) 750 mm No 228084.00

xv) 800 mm No 249867.00

xvi) 900 mm No 346586.00

xvii) 1000 mm No 448404.00

xviii) 1100 mm No 727199.00

xix) 1200 mm No 688125.00

xx) 1400 mm No 1049209.00

xxi) 1500 mm No 1294878.00

Lowering, laying and jointing in position following

C.I. D/F Reflux 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

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, unloading

from railway wagons, loading into truck,

transportation upto departmental stores / site,

unloading and stacking etc. complete.

Air Valve Single Ball Flanged / Screwed

A 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 Type PN-1.6

i) 12 / 15 mm No 719.00

ii) 20 mm No 1022.00

4



2012-13 2013-14


iii) 25 mm No 1228.00

iv) 32 mm No 1324.00

v) 40 mm No 1418.00

vi) 50 mm No 1851.00


10845 and MJP's standard specifications double

orifice type combined with screw down isolating

valve, small orifice elastic ball 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,

unloading, transportation upto departmental

stores / site, etc. complete.

Air Valve Double Ball Flanged

A Type PN-1 with small Orifice

i) 50 mm No 5673.00

ii) 65 mm No 6619.00

iii) 80 mm No 7561.00

B Type PN-1.6 with small Orifice

i) 50 mm No 7515.00

ii) 65 mm No 8509.00

iii) 80 mm No 10530.00


14845 / 2000 and MJP's standard specifications

double orifice type combined with isolating sluice

valve, mounted in horizontal position and

operated by wheel gearing, small orifice elastic

ball 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


transportation upto departmental stores / site, etc.

complete.

Air Valve Double Ball Flanged

A Type PN-1

i) 100 mm No 9561.00

ii) 150 mm No 17425.00

iii) 200 mm No 29304.00

B Type PN-1.6

i) 100 mm No 14617.00

ii) 150 mm No 20593.00

iii) 200 mm No 34633.00

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 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,

unloading, transportation upto departmental

stores / site, etc. complete.

Kinetic Air Valve Flanged



2012-13 2013-14


A Type PN-1

i) 40 mm No 9516.00

ii) 50 mm No 11729.00

iii) 80 mm No 15304.00

B Type PN-1.6

i) 40 mm No 11280.00

ii) 50 mm No 13903.00

iii) 80 mm No 18176.00

9 Providing and supplying Kinetic Double Orifice

type Air Valves as per MJP's standard

specifications having small orifice elastic ball

resting on a gun metal orifice nipple, large orifice

vulcanite ball seating on moulded seat ring, with

built-in kinetic features, isolating sluice valve

mounted in horizontal position and operated by

wheel gearing, inlet face and drilled, including all

taxes (Central and Local), insurance, third party


transportation upto departmental stores / site, etc.

complete.

Kinetic Air Valve Flanged

A Type PN-1

i) 100 mm No 20610.00

ii) 150 mm No 38804.00

iii) 200 mm No 56659.00

B Type PN-1.6

i) 100 mm No 24427.00

ii) 150 mm No 45993.00

iii) 200 mm No 67161.00

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 110.00

ii) 20 mm No 140.00

iii) 25 mm No 180.00

iv) 32 mm No 199.00

v) 40 mm No 213.00

vi) 50 mm No 231.00

vii) 65 mm No 243.00

viii) 80 mm No 255.00

ix) 100 mm No 285.00

x) 125 mm No 345.00

xi) 150 mm No 383.00

xii) 200 mm No 421.00

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

i) 15 mm No 120.00

ii) 20 mm No 149.00

iii) 25 mm No 180.00

iv) 32 mm No 205.00

v) 40 mm No 238.00

vi) 50 mm No 275.00

vii) 65 mm No 317.00

viii) 80 mm No 379.00



2012-13 2013-14


ix) 100 mm No 400.00

x) 125 mm No 441.00

xi) 150 mm No 603.00

xii) 200 mm No 664.00

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

i) 40 mm No 273.00

ii) 50 mm No 315.00

iii) 65 mm No 345.00

iv) 80 mm No 379.00

v) 100 mm No 417.00

vi) 125 mm No 455.00

vii) 150 mm No 652.00

viii) 200 mm No 711.00

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 & Test Pressure 30 kg/cm²)

A Sluice Valves

i) 80 mm No 14656.00

ii) 100 mm No 19540.00

iii) 150 mm No 29311.00

iv) 200 mm No 45713.00

v) 250 mm No 65786.00

vi) 300 mm No 84173.00

vii) 350 mm No 112230.00

viii) 400 mm No 187281.00

ix) 450 mm No 255524.00

x) 500 mm No 300616.00

xi) 600 mm No 343203.00

B Butterfly Valves

i) 300 mm No 105843.00

ii) 350 mm No 112835.00

iii) 400 mm No 126737.00

iv) 450 mm No 135014.00

v) 500 mm No 156289.00

vi) 600 mm No 175884.00

12 Providing, erecting Cast Steel 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.



A Sluice Valves

i) 80 mm No 15776.00

ii) 100 mm No 24908.00

iii) 150 mm No 37976.00



2012-13 2013-14


iv) 200 mm No 59558.00

v) 250 mm No 64292.00

vi) 300 mm No 108382.00

vii) 350 mm No 182788.00

viii) 400 mm No 266657.00

ix) 450 mm No 321057.00

x) 500 mm No 500178.00

xi) 600 mm No 756005.00

B Butterfly Valves

i) 300 mm No 129129.00

ii) 350 mm No 137659.00

iii) 400 mm No 154619.00

iv) 450 mm No 164717.00

v) 500 mm No 190673.00

vi) 600 mm No 214579.00

13 Providing, erecting Cast Steel / Spheroidal

Graphite (S.G.) Iron 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 seats excluding C.C. foundation /

structural steel support.



i) 80 mm No 10227.00

ii) 100 mm No 15661.00

iii) 150 mm No 26530.00

iv) 200 mm No 50442.00

v) 250 mm No 87831.00

vi) 300 mm No 115713.00

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 seats excluding C.C. foundation /

structural steel support.



i) 80 mm No 15237.00

ii) 100 mm No 21477.00

iii) 150 mm No 35717.00

iv) 200 mm No 63275.00

v) 250 mm No 114555.00

vi) 300 mm No 139478.00

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 29546.00

ii) 100 mm No 41185.00

iii) 150 mm No 78920.00

iv) 200 mm No 102014.00



2012-13 2013-14


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 35996.00

ii) 100 mm No 41148.00

iii) 150 mm No 96157.00

iv) 200 mm No 116071.00

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 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 Hard Strata

i) Upto 150 mm dia pipeline No 4636.00

ii) 200 to 400 mm dia pipeline No 5431.00

iii) 450 to 900 mm dia pipeline No 11045.00

iv) 1000 to 1200 mm dia pipeline No 13870.00

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

i) Upto 150 mm dia pipeline No 5492.00

ii) 200 to 400 mm dia pipeline No 6625.00

iii) 450 to 900 mm dia pipeline No 12616.00

iv) 1000 to 1200 mm dia pipeline No 15821.00

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, transportation

to departmental stores, etc. complete.

Pressure Relief Valves

A Type PN-1

i) 25 mm No 4234.00

ii) 40 mm No 5517.00

iii) 50 mm No 7145.00

iv) 80 mm No 10837.00

v) 100 mm No 15170.00

vi) 125 mm No 20684.00

vii) 150 mm No 23635.00

viii) 200 mm No 52194.00

ix) 250 mm No 73367.00

x) 300 mm No 96757.00

B Type PN-1.6

i) 25 mm No 5294.00

ii) 40 mm No 6893.00

iii) 50 mm No 8914.00

iv) 80 mm No 13543.00

v) 100 mm No 18958.00

vi) 125 mm No 25849.00



2012-13 2013-14


vii) 150 mm No 29544.00

viii) 200 mm No 65238.00

ix) 250 mm No 91707.00

x) 300 mm No 121226.00

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 206.00

ii) 40 mm No 273.00

iii) 50 mm No 316.00

iv) 80 mm No 378.00

v) 100 mm No 415.00

vi) 125 mm No 462.00

vii) 150 mm No 652.00

viii) 200 mm No 712.00

ix) 250 mm No 831.00

x) 300 mm No 949.00

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).C.I. Pipes A.C. Pipes

i) 80 mm 1 Cut 33.00 11.00

ii) 100 mm 1 Cut 39.00 13.00

iii) 150 mm 1 Cut 59.00 21.00

iv) 200 mm 1 Cut 76.00 22.00

v) 250 mm 1 Cut 109.00 32.00

vi) 300 mm 1 Cut 129.00 44.00

vii) 350 mm 1 Cut 131.00 54.00

viii) 400 mm 1 Cut 167.00 61.00

ix) 450 mm 1 Cut 194.00 66.00

x) 500 mm 1 Cut 232.00 75.00

xi) 600 mm 1 Cut 283.00 86.00

xii) 700 mm 1 Cut 333.00

xiii) 750 mm 1 Cut 398.00

xiv) 800 mm 1 Cut 435.00

xv) 900 mm 1 Cut 479.00

xvi) 1000 mm 1 Cut 521.00

21 Providing and supplying I.S.I. mark rubber gasket

suitable for C.I. or D.I. pipes 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 CI / DI Pipes

i) 80 mm No 39.00

ii) 100 mm No 43.00

III)

iv) 150 mm No 60.00

v) 200 mm No 102.00

vi) 250 mm No 133.00

19



2012-13 2013-14


vii) 300 mm No 187.00

viii) 350 mm No 214.00

ix) 400 mm No 298.00

x) 450 mm No 325.00

xi) 500 mm No 444.00

xii) 600 mm No 615.00

xiii) 700 mm No 1095.00

xiv) 750 mm No 1138.00

xv) 800 mm No 1179.00

xvi) 900 mm No 1705.00

xvii) 1000 mm No 2190.00

B Sealing 'O' Rings of SBR (for CID Joints)

i) 80 mm Set 45.00

ii) 100 mm Set 53.00

iii) 125 mm Set 64.00

iv) 150 mm Set 75.00

C Flat Flanged Gaskets moulded out of SBR (for

Flanged Joints)

i) 80 mm No 82.00

ii) 100 mm No 109.00

iii) 125 mm No 129.00

iv) 150 mm No 177.00

v) 200 mm No 219.00

vi) 250 mm No 307.00

vii) 300 mm No 326.00

viii) 350 mm No 393.00

ix) 400 mm No 487.00

x) 450 mm No 532.00

xi) 500 mm No 623.00

xii) 600 mm No 838.00

d) Providing Rubber Gasket -

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

80 mm. 46.00

100 mm. 48.00

150 mm. 70.00

200 mm. 117.00

250 mm. 160.00

300 mm. 212.00

350 mm. 247.00

400 mm. 338.00

450 mm. 378.00

500 mm. 500.00

600 mm. 703.00

700 mm. 1320.00

750 mm. 1383.00

800 mm. 1688.00

900 mm. 2178.00

1000 mm 2530.00



2012-13 2013-14


22 Providing, fixing in position and jointing high

performance CI Air Valves for water combination

type (kinetic air valve along with automatic air

valves), double ball, double orifice with stainless

steel ball, tamperproof air vents rolling seal

mechanism for air release and anti-vacuum

application designed for 16 kg/cm² working

pressure and tested for 20 kg/cm² 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.)

CI ARV FLFF PN-16

i) 50 mm No 9513.00

ii) 80 mm No 13201.00

iii) 100 mm No 21226.00

iv) 150 mm No 35528.00

v) 200 mm No 43035.00


Section - I (XIV)

Mechanical Joints / Fittings

SECTION - I : (XIV) MECHANICAL JOINTS / FITTINGSRate (Rs.) Rate (Rs.)

2012-13 2013-14

1 Supply of C.I. Mechanical Compression

Flanged / Socket Tail Piece (popularly

known as ITM

Flanged / Socket Tail Piece)

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 tail piece 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.

i) 80 mm dia. No 1302

ii) 100 mm dia. No 1419

iii) 125 mm dia. No 1786

iv) 150 mm dia. No 2555

v) 200 mm dia. No 3310

vi) 250 mm dia. No 4993

vii) 300 mm dia. No 5589

viii) 350 mm dia. No 7372

ix) 400 mm dia. No 9623

x) 450 mm dia. No 11295

xi) 500 mm dia. No 14193

xii) 600 mm dia. No 18200

xiii) 700 mm dia. No 24823

xiv) 750 mm dia. No 30164

2 Supply of C.I. Mechanical Compression

Collar Coupling (popularly known as

JiffyTM

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 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.

i) 80 mm dia. No 784

ii) 100 mm dia. No 841


iv) 150 mm dia. No 1512

v) 200 mm dia. No 1726

vi) 250 mm dia. No 2767



ix) 400 mm dia. No 6792

x) 450 mm dia. No 7626

xi) 500 mm dia. No 10422





(SECTION - I : (XIV) Mechanical Joints / Fittings) Page No. 118


2012-13 2013-14


3 Supply of C.I. Mechanical Joint Double

Socket 90º (¼) Bends as dimensionally

described in Table-14 of IS-13382/1992

complete with sealing rubber gaskets 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.

i) 80 mm dia. No 2231

ii) 100 mm dia. No 2587


iv) 150 mm dia. No 4751

v) 200 mm dia. No 6305

vi) 250 mm dia. No 9385



ix) 400 mm dia. No 25775

x) 450 mm dia. No 32899

xi) 500 mm dia. No 40940



xiv) 750 mm dia. No 103733


Socket 45º (¹/8) Bends as dimensionally








i) 80 mm dia. No 2071

ii) 100 mm dia. No 2306


iv) 150 mm dia. No 4002

v) 200 mm dia. No 5271

vi) 250 mm dia. No 7733



ix) 400 mm dia. No 19205

x) 450 mm dia. No 26788

xi) 500 mm dia. No 29845





Socket 22.5º (¹/16) Bends as dimensionally








i) 80 mm dia. No 1988

ii) 100 mm dia. No 2213



2012-13 2013-14



iv) 150 mm dia. No 3757

v) 200 mm dia. No 4711

vi) 250 mm dia. No 7124



ix) 400 mm dia. No 17404

x) 450 mm dia. No 22017

xi) 500 mm dia. No 25658





Socket 11.25º (¹/32) Bends as

dimensionally described in Table-17 of IS-

13382/1992 complete with sealing rubber

gaskets of SBR (dimensionally described

in IS-12820/1989) with cast iron follower

gland and mild steel nut bolts coated or



i) 80 mm dia. No 1969

ii) 100 mm dia. No 2162


iv) 150 mm dia. No 3672

v) 200 mm dia. No 4522

vi) 250 mm dia. No 6685



ix) 400 mm dia. No 15834

x) 450 mm dia. No 19985

xi) 500 mm dia. No 21784




7 Supply of C.I. Mechanical Joint All Socket

Tees as dimensionally described in Table-

18 of IS-13382/1992 complete with sealing

rubber gaskets 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.

i) 80 x 80 x 80 mm. dia. No 3016

ii) 100 x 100 x 80 mm. dia. No 3243

iii) 100 x 100 x 100 mm. dia. No 3596

iv) 150 x 150 x 80 mm. dia. No 5037

v) 150 x 150 x 100 mm. dia. No 5108

vi) 150 x 150 x 150 mm. dia. No 6335

vii) 200 x 200 x 80 mm. dia. No 6075

viii) 200 x 200 x 100 mm. dia. No 6142

ix) 200 x 200 x 150 mm. dia. No 7316

x) 200 x 200 x 200 mm. dia. No 8050

xi) 250 x 250 x 80 mm. dia. No 8555

xii) 250 x 250 x 100 mm. dia. No 8744

xiii) 250 x 250 x 150 mm. dia. No 10435



2012-13 2013-14


xiv) 250 x 250 x 200 mm. dia. No 11025

xv) 250 x 250 x 250 mm. dia. No 12366

xvi) 300 x 300 x 80 mm. dia. No 9381xvii) 300 x 300 x 100 mm. dia. No 9591xviii) 300 x 300 x 150 mm. dia. No 12301

xix) 300 x 300 x 200 mm. dia. No 12708

xx) 300 x 300 x 250 mm. dia. No 13455

xxi) 300 x 300 x 300 mm. dia. No 14849


Socket with Flanged Tees as

dimensionally described in Table-19 of IS-

13382/1992 complete with sealing rubber

gaskets of SBR (dimensionally described

in IS-12820/1989) with cast iron follower

gland and mild steel nut bolts coated or



1 80 x 80 x 80 mm. dia. No 2954

2 100 x 100 x 80 mm. dia. No 3241

3 100 x 100 x 100 mm. dia. No 3429

4 150 x 150 x 80 mm. dia. No 4892

5 150 x 150 x 100 mm. dia. No 5013

6 150 x 150 x 150 mm. dia. No 5970

7 200 x 200 x 80 mm. dia. No 5741

8 200 x 200 x 100 mm. dia. No 6124

9 200 x 200 x 150 mm. dia. No 7053

10 200 x 200 x 200 mm. dia. No 8087

11 250 x 250 x 80 mm. dia. No 8108

12 250 x 250 x 100 mm. dia. No 8532

13 250 x 250 x 150 mm. dia. No 10125

14 250 x 250 x 200 mm. dia. No 10595

15 250 x 250 x 250 mm. dia. No 10970

16 300 x 300 x 80 mm. dia. No 9519

17 300 x 300 x 100 mm. dia. No 9705

18 300 x 300 x 150 mm. dia. No 11205

19 300 x 300 x 200 mm. dia. No 11300

20 300 x 300 x 250 mm. dia. No 12470

21 300 x 300 x 300 mm. dia. No 15283

22 350 x 350 x 80 mm. dia. No 13314

23 350 x 350 x 100 mm. dia. No 14159

24 350 x 350 x 150 mm. dia. No 15234

25 350 x 350 x 200 mm. dia. No 17752

26 350 x 350 x 300 mm. dia. No 18187

27 350 x 350 x 350 mm. dia. No 20812

28 400 x 400 x 80 mm. dia. No 17404

29 400 x 400 x 100 mm. dia. No 18449

30 400 x 400 x 150 mm. dia. No 20541

31 400 x 400 x 200 mm. dia. No 20955

32 400 x 400 x 300 mm. dia. No 25253

33 400 x 400 x 400 mm. dia. No 28915

34 450 x 450 x 80 mm. dia. No 20758

35 450 x 450 x 100 mm. dia. No 21805

36 450 x 450 x 200 mm. dia. No 25573

37 450 x 450 x 300 mm. dia. No 32269

38 450 x 450 x 350 mm. dia. No 34049

39 450 x 450 x 450 mm. dia. No 36984

40 500 x 500 x 100 mm. dia. No 23355



2012-13 2013-14


41 500 x 500 x 250 mm. dia. No 31936

42 500 x 500 x 300 mm. dia. No 33086

43 500 x 500 x 400 mm. dia. No 39892

44 500 x 500 x 500 mm. dia. No 48162

45 600 x 600 x 100 mm. dia. No 33376

46 600 x 600 x 300 mm. dia. No 45831

47 600 x 600 x 400 mm. dia. No 52215

48 600 x 600 x 500 mm. dia. No 56505

49 600 x 600 x 600 mm. dia. No 69377

50 700 x 700 x 100 mm. dia. No 44235

51 700 x 700 x 200 mm. dia. No 51246

52 700 x 700 x 350 mm. dia. No 61922

53 700 x 700 x 400 mm. dia. No 66526

54 750 x 750 x 150 mm. dia. No 52759

55 750 x 750 x 250 mm. dia. No 60506

56 750 x 750 x 750 mm. dia. No 116081


Socket Reducers as described in Table-21

of IS-13382/1992 complete with sealing

rubber gaskets 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.

1 100 x 80 mm. dia. No 2092

2 150 x 80 mm. dia. No 3292

3 150 x 100 mm. dia. No 3485

4 200 x 100 mm. dia. No 4011

5 200 x 150 mm. dia. No 4387

6 250 x 150 mm. dia. No 5994

7 250 x 200 mm. dia. No 5848

8 300 x 150 mm. dia. No 7372

9 300 x 200 mm. dia. No 7384

10 300 x 250 mm. dia. No 7510

11 350 x 200 mm. dia. No 10612

12 350 x 250 mm. dia. No 10646

13 350 x 300 mm. dia. No 10520

14 400 x 250 mm. dia. No 16029

15 400 x 300 mm. dia. No 14200

16 400 x 350 mm. dia. No 14295

17 450 x 400 mm. dia. No 17751

18 450 x 350 mm. dia. No 17740

19 450 x 400 mm. dia. No 17519

20 500 x 350 mm. dia. No 21339

21 500 x 400 mm. dia. No 21014

22 500 x 450 mm. dia. No 20483

23 600 x 400 mm. dia. No 30985

24 600 x 450 mm. dia. No 30156

25 600 x 500 mm. dia. No 28313

26 700 x 500 mm. dia. No 42533

27 700 x 600 mm. dia. No 38601

28 750 x 600 mm. dia. No 45846

29 750 x 700 mm. dia. No 42377

30 800 x 450 mm. dia. No 63072

31 800 x 700 mm. dia. No 54144


Section - I (XV)

M.S. Pipes

SECTION - I : (XV) MILD STEEL PIPERate (Rs.) Rate (Rs.)

2012-13 2013-14

1 Manufacturing, providing and supplying

spirally welded/ ERW / SAW / fabricated

M.S. pipes (Commercial Quality) including

procurement 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 : 219.10 mm (O.D.) Without E.D.

Thickness of pipe

i) 4.8 mm RMT 1527.00

ii) 5.6 mm RMT 1775.00

iii) 6.4 mm RMT 2021.00

iv) 7.0 mm RMT 2204.00

v) 7.9 mm RMT 2477.00

vi) 8.2 mm RMT 2567.00

vii) 8.7 mm RMT 2717.00

viii) 9.5 mm RMT 2955.00

B Dia of pipe : 273.10 mm (O.D.) Without E.D.

Thickness of pipe

i) 4.8 mm RMT 1912.00

ii) 5.6 mm RMT 2224.00

iii) 6.4 mm RMT 2533.00

iv) 7.2 mm RMT 2842.00

v) 7.8 mm RMT 3071.00

vi) 8.7 mm RMT 3414.00

vii) 9.5 mm RMT 3641.00

C Dia of pipe : 323.90 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 2646.00

ii) 6.4 mm RMT 3016.00

iii) 7.1 mm RMT 3339.00

iv) 7.9 mm RMT 3706.00

v) 8.4 mm RMT 3934.00

vi) 8.7 mm RMT 4071.00

vii) 9.5 mm RMT 4433.00

D Dia of pipe : 355.70 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 2909.00

ii) 6.4 mm RMT 3317.00

iii) 7.1 mm RMT 3672.00

iv) 7.9 mm RMT 4077.00

v) 8.7 mm RMT 4480.00

vi) 9.5 mm RMT 4880.00

E Dia of pipe : 406.00 mm (O.D.) Without E.D.

Thickness of pipe


(SECTION - I : (XV) M.S. PIPE ) Page No. 123


2012-13 2013-14


i) 5.6 mm RMT 3327.00

ii) 6.4 mm RMT 3796.00

iii) 7.1 mm RMT 4203.00

iv) 7.9 mm RMT 4668.00

v) 8.7 mm RMT 5130.00

vi) 9.5 mm RMT 5590.00

vii) 10.0 mm RMT 5878.00

F Dia of pipe : 457.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 3751.00

ii) 6.4 mm RMT 4280.00

iii) 7.1 mm RMT 4741.00

iv) 7.9 mm RMT 5267.00

v) 8.7 mm RMT 5788.00

vi) 9.5 mm RMT 6310.00

vii) 10.0 mm RMT 6635.00

G Dia of pipe : 508.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 4177.00

ii) 6.4 mm RMT 4765.00

iii) 7.1 mm RMT 5278.00

iv) 7.9 mm RMT 5864.00

v) 8.7 mm RMT 6447.00

vi) 9.5 mm RMT 7030.00

vii) 10.0 mm RMT 7392.00

H Dia of pipe : 559.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 4600.00

ii) 6.4 mm RMT 5248.00

iii) 7.1 mm RMT 5816.00

iv) 7.9 mm RMT 6462.00

v) 8.7 mm RMT 7105.00

vi) 9.5 mm RMT 7748.00

vii) 10.0 mm RMT 8148.00

I Dia of pipe : 610.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 5024.00

ii) 6.4 mm RMT 5734.00

iii) 7.1 mm RMT 6353.00

iv) 7.9 mm RMT 7059.00

v) 8.7 mm RMT 7764.00

vi) 9.5 mm RMT 8468.00

vii) 10.0 mm RMT 8906.00

viii) 12.0 mm RMT 10651.00

J Dia of pipe : 660.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 5439.00

ii) 6.4 mm RMT 6209.00

iii) 7.1 mm RMT 6881.00

iv) 7.9 mm RMT 7646.00

v) 8.7 mm RMT 8411.00

vi) 9.5 mm RMT 9172.00

vii) 10.0 mm RMT 9648.00

K Dia of pipe : 711.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 5863.00

ii) 6.4 mm RMT 6693.00



2012-13 2013-14


iii) 7.1 mm RMT 7417.00

iv) 7.9 mm RMT 8244.00

v) 8.7 mm RMT 9069.00

vi) 9.5 mm RMT 9892.00

vii) 10.0 mm RMT 10405.00

viii) 12.0 mm RMT 12449.00

L Dia of pipe : 762.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 6288.00

ii) 6.4 mm RMT 7178.00

iii) 7.1 mm RMT 7955.00

iv) 7.9 mm RMT 8842.00

v) 8.7 mm RMT 9727.00

vi) 9.5 mm RMT 10610.00

vii) 10.0 mm RMT 11161.00

M Dia of pipe : 813.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 6711.00

ii) 6.4 mm RMT 7662.00

iii) 7.1 mm RMT 8492.00

iv) 7.9 mm RMT 9440.00

v) 8.7 mm RMT 10387.00

vi) 9.5 mm RMT 11330.00

vii) 10.0 mm RMT 11919.00

viii) 12.0 mm RMT 14266.00

N Dia of pipe : 864.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 7135.00

ii) 6.4 mm RMT 8146.00

iii) 7.1 mm RMT 9030.00

iv) 7.9 mm RMT 10038.00

v) 8.7 mm RMT 11045.00

vi) 9.5 mm RMT 12048.00

vii) 10.0 mm RMT 12675.00

O Dia of pipe : 914.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 7550.00

ii) 6.4 mm RMT 8622.00

iii) 7.1 mm RMT 9558.00

iv) 7.9 mm RMT 10624.00

v) 8.7 mm RMT 11690.00

vi) 9.5 mm RMT 12754.00

vii) 10.0 mm RMT 13418.00

P Dia of pipe : 965.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 7975.00

ii) 6.4 mm RMT 9107.00

iii) 7.1 mm RMT 10095.00

iv) 7.9 mm RMT 11223.00

v) 8.7 mm RMT 12348.00

vi) 9.5 mm RMT 13473.00

vii) 10.0 mm RMT 14175.00

Q Dia of pipe : 1016.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 8398.00

ii) 6.4 mm RMT 9590.00

iii) 7.1 mm RMT 10632.00



2012-13 2013-14


iv) 7.9 mm RMT 11821.00

v) 8.7 mm RMT 13008.00

vi) 9.5 mm RMT 14193.00

vii) 10.0 mm RMT 14932.00

viii) 12.0 mm RMT 17883.00

R Dia of pipe : 1067.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 8822.00

ii) 6.4 mm RMT 10075.00

iii) 7.1 mm RMT 11170.00

iv) 7.9 mm RMT 12419.00

v) 8.7 mm RMT 13666.00

vi) 9.5 mm RMT 14911.00

vii) 10.0 mm RMT 15689.00

S Dia of pipe : 1118.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 9247.00

ii) 6.4 mm RMT 10559.00

iii) 7.1 mm RMT 11706.00

iv) 7.9 mm RMT 13016.00

v) 8.7 mm RMT 14325.00

vi) 9.5 mm RMT 15631.00

vii) 10.0 mm RMT 16446.00

T Dia of pipe : 1168.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 5.6 mm RMT 9661.00

ii) 6.4 mm RMT 11034.00

iii) 7.1 mm RMT 12234.00

iv) 7.9 mm RMT 13603.00

v) 8.7 mm RMT 14970.00

vi) 9.5 mm RMT 16335.00

vii) 10.0 mm RMT 17188.00

U Dia of pipe : 1219.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 6.4 mm RMT 11519.00

ii) 7.1 mm RMT 12772.00

iii) 7.9 mm RMT 14201.00

iv) 8.7 mm RMT 15629.00

v) 9.5 mm RMT 17055.00

vi) 10.0 mm RMT 17945.00

vii) 12.0 mm RMT 21498.00

V Dia of pipe : 1296.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 9.5 mm RMT 18141.00

ii) 9.98 mm RMT 19049.00

iii) 10.0 mm RMT 19087.00

W Dia of pipe : 1321.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 6.4 mm RMT 12487.00

ii) 7.1 mm RMT 13846.00

iii) 7.9 mm RMT 15397.00

iv) 8.7 mm RMT 16946.00

v) 9.5 mm RMT 18492.00

vi) 10.0 mm RMT 19459.00

X Dia of pipe : 1422.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.1 mm RMT 14910.00



2012-13 2013-14


ii) 7.9 mm RMT 16581.00

iii) 8.7 mm RMT 18250.00

iv) 9.5 mm RMT 19917.00

v) 10.0 mm RMT 20957.00

vi) 12.0 mm RMT 25114.00

Y Dia of pipe : 1473.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 9.5 mm RMT 20637.00

ii) 9.98 mm RMT 21672.00

Z Dia of pipe : 1524.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.1 mm RMT 15986.00

ii) 7.9 mm RMT 17777.00

iii) 8.7 mm RMT 19567.00

iv) 9.5 mm RMT 21355.00

v) 10.0 mm RMT 22472.00

vi) 11.9 mm RMT 26708.00

vii) 12.0 mm RMT 26930.00

AA Dia of pipe : 1550.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 10.0 mm RMT 22858.00

ii) 11.0 mm RMT 25127.00

AB Dia of pipe : 1576.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 9.5 mm RMT 22089.00

ii) 10.0 mm RMT 23243.00

AC Dia of pipe : 1626.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.1 mm RMT 17060.00

ii) 7.9 mm RMT 18973.00

iii) 8.7 mm RMT 20885.00

iv) 9.5 mm RMT 22793.00

v) 10.0 mm RMT 23985.00

vi) 12.0 mm RMT 28748.00

AD Dia of pipe : 1650.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 19254.00

ii) 8.7 mm RMT 21194.00

iii) 9.5 mm RMT 23132.00

iv) 10.0 mm RMT 24342.00

v) 12.0 mm RMT 29175.00

AE Dia of pipe : 1700.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 19841.00

ii) 8.7 mm RMT 21840.00

iii) 9.5 mm RMT 23837.00

iv) 10.0 mm RMT 25084.00

v) 12.0 mm RMT 30065.00

AF Dia of pipe : 1750.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 20427.00

ii) 8.7 mm RMT 22485.00

iii) 9.5 mm RMT 24542.00

iv) 10.0 mm RMT 25826.00

v) 12.0 mm RMT 30956.00

AG Dia of pipe : 1800.00 mm (O.D.) Without E.D.

Thickness of pipe



2012-13 2013-14


i) 7.9 mm RMT 21013.00

ii) 8.7 mm RMT 23131.00

iii) 9.5 mm RMT 25247.00

iv) 10.0 mm RMT 26569.00

v) 12.0 mm RMT 31846.00

AH Dia of pipe : 1850.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 21599.00

ii) 8.7 mm RMT 23777.00

iii) 9.5 mm RMT 25951.00

iv) 10.0 mm RMT 27310.00

v) 12.0 mm RMT 32737.00

AI Dia of pipe : 1900.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 22186.00

ii) 8.7 mm RMT 24422.00

iii) 9.5 mm RMT 26658.00

iv) 10.0 mm RMT 28053.00

v) 12.0 mm RMT 33627.00

AJ Dia of pipe : 1950.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 22773.00

ii) 8.7 mm RMT 25068.00

iii) 9.5 mm RMT 27362.00

iv) 10.0 mm RMT 28795.00

v) 12.0 mm RMT 34517.00

AK Dia of pipe : 2000.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 23359.00

ii) 8.7 mm RMT 25713.00

iii) 9.5 mm RMT 28067.00

iv) 10.0 mm RMT 29537.00

v) 12.0 mm RMT 35408.00

AL Dia of pipe : 2050.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 23946.00

ii) 8.7 mm RMT 26359.00

iii) 9.5 mm RMT 28771.00

iv) 10.0 mm RMT 30279.00

v) 12.0 mm RMT 36299.00

AM Dia of pipe : 2100.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 24530.00

ii) 8.7 mm RMT 27005.00

iii) 9.5 mm RMT 29477.00

iv) 10.0 mm RMT 31021.00

v) 12.0 mm RMT 37190.00

AN Dia of pipe : 2150.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 25117.00

ii) 8.7 mm RMT 27651.00

iii) 9.5 mm RMT 30181.00

iv) 10.0 mm RMT 31763.00

v) 12.0 mm RMT 38080.00

AO Dia of pipe : 2200.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 25703.00



2012-13 2013-14


ii) 8.7 mm RMT 28297.00

iii) 9.5 mm RMT 30887.00

iv) 10.0 mm RMT 32505.00

v) 12.0 mm RMT 38970.00

AP Dia of pipe : 2250.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 26290.00

ii) 8.7 mm RMT 28942.00

iii) 9.5 mm RMT 31592.00

iv) 10.0 mm RMT 33247.00

v) 12.0 mm RMT 39861.00

AQ Dia of pipe : 2300.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 26877.00

ii) 8.7 mm RMT 29587.00

iii) 9.5 mm RMT 32297.00

iv) 10.0 mm RMT 33990.00

v) 12.0 mm RMT 40751.00

AR Dia of pipe : 2350.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 27462.00

ii) 8.7 mm RMT 30233.00

iii) 9.5 mm RMT 33002.00

iv) 10.0 mm RMT 34731.00

v) 12.0 mm RMT 41643.00

AS Dia of pipe : 2400.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 28049.00

ii) 8.7 mm RMT 30879.00

iii) 9.5 mm RMT 33707.00

iv) 10.0 mm RMT 35474.00

v) 12.0 mm RMT 42533.00

AT Dia of pipe : 2450.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 28635.00

ii) 8.7 mm RMT 31525.00

iii) 9.5 mm RMT 34413.00

iv) 10.0 mm RMT 36215.00

v) 12.0 mm RMT 43424.00

AU Dia of pipe : 2500.00 mm (O.D.) Without E.D.

Thickness of pipe

i) 7.9 mm RMT 29222.00

ii) 8.7 mm RMT 32170.00

iii) 9.5 mm RMT 35117.00

iv) 10.0 mm RMT 36959.00

v) 12.0 mm RMT 44314.00

vi) 16.0 mm RMT 58990.00



2012-13 2013-14


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.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 1522.00

ii) 6.0 mm RMT 1829.00

iii) 7.0 mm RMT 2151.00

iv) 8.0 mm RMT 2470.00

v) 9.0 mm RMT 2792.00

vi) 10.0 mm RMT 3117.00

B Dia of pipe : 250.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 1892.00

ii) 6.0 mm RMT 2280.00

iii) 7.0 mm RMT 2670.00

iv) 8.0 mm RMT 3063.00

v) 9.0 mm RMT 3460.00

vi) 10.0 mm RMT 3859.00

C Dia of pipe : 300.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 2264.00

ii) 6.0 mm RMT 2725.00

iii) 7.0 mm RMT 3190.00

iv) 8.0 mm RMT 3657.00

v) 9.0 mm RMT 4129.00

vi) 10.0 mm RMT 4601.00

D Dia of pipe : 350.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 2634.00

ii) 6.0 mm RMT 3170.00

iii) 7.0 mm RMT 3709.00

iv) 8.0 mm RMT 4250.00

v) 9.0 mm RMT 4795.00

vi) 10.0 mm RMT 5344.00

E Dia of pipe : 400.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 3006.00

ii) 6.0 mm RMT 3616.00

iii) 7.0 mm RMT 4229.00

iv) 8.0 mm RMT 4845.00

v) 9.0 mm RMT 5464.00

vi) 10.0 mm RMT 6085.00



2012-13 2013-14


F Dia of pipe : 450.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 3376.00

ii) 6.0 mm RMT 4060.00

iii) 7.0 mm RMT 4748.00

iv) 8.0 mm RMT 5439.00

v) 9.0 mm RMT 6131.00

vi) 10.0 mm RMT 6828.00

G Dia of pipe : 500.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 3748.00

ii) 6.0 mm RMT 4506.00

iii) 7.0 mm RMT 5268.00

iv) 8.0 mm RMT 6032.00

v) 9.0 mm RMT 6800.00

vi) 10.0 mm RMT 7570.00

H Dia of pipe : 550.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 4119.00

ii) 6.0 mm RMT 4951.00

iii) 7.0 mm RMT 5787.00

iv) 8.0 mm RMT 6626.00

v) 9.0 mm RMT 7468.00

vi) 10.0 mm RMT 8313.00

I Dia of pipe : 600.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 4490.00

ii) 6.0 mm RMT 5397.00

iii) 7.0 mm RMT 6307.00

iv) 8.0 mm RMT 7220.00

v) 9.0 mm RMT 8135.00

vi) 10.0 mm RMT 9054.00

vii) 12.0 mm RMT 10901.00

J Dia of pipe : 650.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 4862.00

ii) 6.0 mm RMT 5841.00

iii) 7.0 mm RMT 6826.00

iv) 8.0 mm RMT 7813.00

v) 9.0 mm RMT 8804.00

vi) 10.0 mm RMT 9797.00

vii) 12.0 mm RMT 11792.00

K Dia of pipe : 700.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 5232.00

ii) 6.0 mm RMT 6288.00

iii) 7.0 mm RMT 7346.00

iv) 8.0 mm RMT 8408.00

v) 9.0 mm RMT 9471.00

vi) 10.0 mm RMT 10538.00

vii) 12.0 mm RMT 12682.00

L Dia of pipe : 750.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 5604.00

ii) 6.0 mm RMT 6734.00

iii) 7.0 mm RMT 7866.00

iv) 8.0 mm RMT 9001.00



2012-13 2013-14


v) 9.0 mm RMT 10140.00

vi) 10.0 mm RMT 11281.00

vii) 12.0 mm RMT 13572.00

M Dia of pipe : 800.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 5974.00

ii) 6.0 mm RMT 7179.00

iii) 7.0 mm RMT 8384.00

iv) 8.0 mm RMT 9595.00

v) 9.0 mm RMT 10807.00

vi) 10.0 mm RMT 12024.00

vii) 12.0 mm RMT 14463.00

N Dia of pipe : 850.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 6346.00

ii) 6.0 mm RMT 7624.00

iii) 7.0 mm RMT 8905.00

iv) 8.0 mm RMT 10189.00

v) 9.0 mm RMT 11475.00

vi) 10.0 mm RMT 12765.00

vii) 12.0 mm RMT 15353.00

O Dia of pipe : 900.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 6717.00

ii) 6.0 mm RMT 8069.00

iii) 7.0 mm RMT 9424.00

iv) 8.0 mm RMT 10782.00

v) 9.0 mm RMT 12143.00

vi) 10.0 mm RMT 13508.00

vii) 12.0 mm RMT 16244.00

P Dia of pipe : 950.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 7088.00

ii) 6.0 mm RMT 8515.00

iii) 7.0 mm RMT 9943.00

iv) 8.0 mm RMT 11376.00

v) 9.0 mm RMT 12811.00

vi) 10.0 mm RMT 14249.00

vii) 12.0 mm RMT 17134.00

Q Dia of pipe : 1000.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 7458.00

ii) 6.0 mm RMT 8959.00

iii) 7.0 mm RMT 10463.00

iv) 8.0 mm RMT 11970.00

v) 9.0 mm RMT 13479.00

vi) 10.0 mm RMT 14992.00

vii) 12.0 mm RMT 18026.00

R Dia of pipe : 1050.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 7830.00

ii) 6.0 mm RMT 9405.00

iii) 7.0 mm RMT 10983.00

iv) 8.0 mm RMT 12563.00

v) 9.0 mm RMT 14147.00

vi) 10.0 mm RMT 15733.00

vii) 12.0 mm RMT 18916.00



2012-13 2013-14


S Dia of pipe : 1100.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 8201.00

ii) 6.0 mm RMT 9850.00

iii) 7.0 mm RMT 11501.00

iv) 8.0 mm RMT 13157.00

v) 9.0 mm RMT 14815.00

vi) 10.0 mm RMT 16476.00

vii) 12.0 mm RMT 19808.00

T Dia of pipe : 1150.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 8572.00

ii) 6.0 mm RMT 10296.00

iii) 7.0 mm RMT 12021.00

iv) 8.0 mm RMT 13751.00

v) 9.0 mm RMT 15483.00

vi) 10.0 mm RMT 17218.00

vii) 12.0 mm RMT 20698.00

U Dia of pipe : 1200.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 8942.00

ii) 6.0 mm RMT 10740.00

iii) 7.0 mm RMT 12541.00

iv) 8.0 mm RMT 14344.00

v) 9.0 mm RMT 16151.00

vi) 10.0 mm RMT 17960.00

vii) 12.0 mm RMT 21588.00

V Dia of pipe : 1250.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 6.0 mm RMT 11186.00

ii) 7.0 mm RMT 13061.00

iii) 8.0 mm RMT 14938.00

iv) 9.0 mm RMT 16819.00

v) 10.0 mm RMT 18702.00

vi) 12.0 mm RMT 22479.00

W Dia of pipe : 1300.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 6.0 mm RMT 11632.00

ii) 7.0 mm RMT 13579.00

iii) 8.0 mm RMT 15531.00

iv) 9.0 mm RMT 17487.00

v) 10.0 mm RMT 19444.00

vi) 12.0 mm RMT 23369.00

X Dia of pipe : 1350.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 7.0 mm RMT 14100.00

ii) 8.0 mm RMT 16126.00

iii) 9.0 mm RMT 18155.00

iv) 10.0 mm RMT 20186.00

v) 12.0 mm RMT 24260.00

Y Dia of pipe : 1400.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 7.0 mm RMT 14619.00

ii) 8.0 mm RMT 16720.00

iii) 9.0 mm RMT 18822.00

iv) 10.0 mm RMT 20928.00

v) 12.0 mm RMT 25150.00



2012-13 2013-14


Z Dia of pipe : 1450.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 7.0 mm RMT 15138.00

ii) 8.0 mm RMT 17313.00

iii) 9.0 mm RMT 19490.00

iv) 10.0 mm RMT 21672.00

v) 12.0 mm RMT 26041.00

AA Dia of pipe : 1500.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 7.0 mm RMT 15659.00

ii) 8.0 mm RMT 17907.00

iii) 9.0 mm RMT 20159.00

iv) 10.0 mm RMT 22414.00

v) 12.0 mm RMT 26931.00

AB Dia of pipe : 1550.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 7.0 mm RMT 16178.00

ii) 8.0 mm RMT 18501.00

iii) 9.0 mm RMT 20826.00

iv) 10.0 mm RMT 23156.00

v) 12.0 mm RMT 27822.00

AC Dia of pipe : 1600.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 7.0 mm RMT 16697.00

ii) 8.0 mm RMT 19094.00

iii) 9.0 mm RMT 21495.00

iv) 10.0 mm RMT 23898.00

v) 12.0 mm RMT 28712.00

AD Dia of pipe : 1650.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 19688.00

ii) 9.0 mm RMT 22161.00

iii) 10.0 mm RMT 24640.00

iv) 12.0 mm RMT 29602.00

AE Dia of pipe : 1700.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 20281.00

ii) 9.0 mm RMT 22830.00

iii) 10.0 mm RMT 25382.00

iv) 12.0 mm RMT 30493.00

AF Dia of pipe : 1750.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 20875.00

ii) 9.0 mm RMT 23499.00

iii) 10.0 mm RMT 26124.00

iv) 12.0 mm RMT 31384.00

AG Dia of pipe : 1800.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 21469.00

ii) 9.0 mm RMT 24166.00

iii) 10.0 mm RMT 26866.00

iv) 12.0 mm RMT 32276.00

AH Dia of pipe : 1850.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 22062.00

ii) 9.0 mm RMT 24835.00

iii) 10.0 mm RMT 27609.00



2012-13 2013-14


iv) 12.0 mm RMT 33166.00

AI Dia of pipe : 1900.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 22656.00

ii) 9.0 mm RMT 25502.00

iii) 10.0 mm RMT 28350.00

iv) 12.0 mm RMT 34057.00

AJ Dia of pipe : 1950.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 23251.00

ii) 9.0 mm RMT 26170.00

iii) 10.0 mm RMT 29093.00

iv) 12.0 mm RMT 34947.00

AK Dia of pipe : 2000.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 23844.00

ii) 9.0 mm RMT 26837.00

iii) 10.0 mm RMT 29834.00

iv) 12.0 mm RMT 35838.00

v) 16.0 mm RMT 47878.00

AL Dia of pipe : 2050.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 24438.00

ii) 9.0 mm RMT 27506.00

iii) 10.0 mm RMT 30577.00

iv) 12.0 mm RMT 36728.00

v) 16.0 mm RMT 49066.00

AM Dia of pipe : 2100.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 25032.00

ii) 9.0 mm RMT 28174.00

iii) 10.0 mm RMT 31319.00

iv) 12.0 mm RMT 37618.00

v) 16.0 mm RMT 50253.00

AN Dia of pipe : 2150.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 25625.00

ii) 9.0 mm RMT 28842.00

iii) 10.0 mm RMT 32061.00

iv) 12.0 mm RMT 38509.00

v) 16.0 mm RMT 51440.00

AO Dia of pipe : 2200.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 26219.00

ii) 9.0 mm RMT 29509.00

iii) 10.0 mm RMT 32804.00

iv) 12.0 mm RMT 39399.00

v) 16.0 mm RMT 52627.00

AP Dia of pipe : 2250.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 26813.00

ii) 9.0 mm RMT 30177.00

iii) 10.0 mm RMT 33545.00

iv) 12.0 mm RMT 40290.00

v) 16.0 mm RMT 53815.00

AQ Dia of pipe : 2300.00 mm (I.D.) Without E.D.

Thickness of pipe



2012-13 2013-14


i) 8.0 mm RMT 27407.00

ii) 9.0 mm RMT 30846.00

iii) 10.0 mm RMT 34288.00

iv) 12.0 mm RMT 41180.00

v) 16.0 mm RMT 55002.00

AR Dia of pipe : 2350.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 28001.00

ii) 9.0 mm RMT 31514.00

iii) 10.0 mm RMT 35029.00

iv) 12.0 mm RMT 42072.00

v) 16.0 mm RMT 56190.00

AS Dia of pipe : 2400.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 28594.00

ii) 9.0 mm RMT 32182.00

iii) 10.0 mm RMT 35772.00

iv) 12.0 mm RMT 42962.00

v) 16.0 mm RMT 57379.00

AT Dia of pipe : 2450.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 29188.00

ii) 9.0 mm RMT 32849.00

iii) 10.0 mm RMT 36514.00

iv) 12.0 mm RMT 43853.00

v) 16.0 mm RMT 58566.00

AU Dia of pipe : 2500.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 8.0 mm RMT 29782.00

ii) 9.0 mm RMT 33517.00

iii) 10.0 mm RMT 37257.00

iv) 12.0 mm RMT 44743.00

v) 16.0 mm RMT 59753.00


Section - I (XVI)

Fabrication of M.S. Pipes and Specials

SECTION - I : (XVI) FABRICATION OF M.S. PIPES AND SPECIALSRate (Rs.) Rate (Rs.)

2012-13 2013-14

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 plates, rolling, tack welding, assembling

in suitable lengths to form pipes, welding on automatic

welding machines and forming 'V' edge for both ends of

pipe.

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 supplied free of cost of

and stacking the same in fabricators' 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 fabricators' yard.

The rate to include cutting the plates, rolling, tacking

drums, assembling the same to form bend of suitable

length, welding, either on automatic welding machine or

manually and 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 for separately

under 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 16 mm 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 fabricators' 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 Item No.

7 (a). However, the rate under this includes the longitudinal

butt welding to form drums. The rate shall also include the

cost of fabrication of stiffener rings and gussets and

mounting the same on tapers, tack and chain welding, etc.

as directed by Engineer-in-charge.

MT 11476.00


(SECTION - I : (XVI) Farication of M.S.Pipes and Specials) Page No. 137


2012-13 2013-14


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 necessary, 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 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 include

gas cutting, tack welding to form ring, drilling holes

including grinding wherever necessary, etc. complete.

MT 22069.00

vii) a) Machining of flange rings 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) Extra over and above (vii) (a) for machining beyond 2 mm.

for every additional cut of 2 mm. or part thereof.

Sqm 741.00

viii) Stress relieving of flange rings as specified and directed. Sqm 3531.00

ix) Plug plates 150 mm. dia. and the thickness of plate from

14 mm to 25 mm as per drawing. The rate to include gas

cutting, drilling holes, cost of G.I. plugs, rolling to required

curvature and threading, etc. complete.

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) 300 mm dia Each 21887.00

ii) 400 mm dia Each 31585.00



2012-13 2013-14


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) 1200 mm 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 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 necessary, grease box

covers, rag bolts, grid rods etc. from steel material

supplied free of cost and stacking 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. (Pipe pieces if required for

rewelding of old pipeline shall be paid separately.)

Sqm 77.00

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 including cost of all materials and labour, etc.

complete. (Pipe pieces if required for rewelding of old

pipeline shall be paid separately.)

Sqm 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.)

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

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



2012-13 2013-14



iron paint, 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 materials, supplied free of cost. The

rate to include fabrication of tail pipes (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.

For pipe dia.

i) From 300 mm upto 450 mm Each 2138.00

ii) Above 450 mm upto 750 mm Each 4155.00

iii) Above 750 mm upto 1000 mm Each 6184.00

iv) Above 1000 mm upto 1250 mm Each 10817.00

v) Above 1250 mm upto 1750 mm Each 14722.00

vi) Above 1750 mm upto 2000 mm Each 17999.00


iron paint, externally, to blast cleaned surface of the pipes.

Sqm 27.50


iron paint, externally, including cleaning the surface of the

pipes with steel scrappers, wire brushes and metal

cleaning solution, etc. complete.

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 pipeline at site, etc. complete.

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 pipeline at site, etc.

complete.

Sqm 50.00

b) Second coat Sqm 41.00

c) Third coat Sqm 40.00


Section - I (XVII)

M.S. Pipes Laying

SECTION - I : (XVII) M.S. PIPES LAYINGRate (Rs.) Rate (Rs.)

2012-13 2013-14

1 Lowering, laying in position to correct line

and level, 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,

tack welding and transportation upto 500

M, etc. complete as specified.

A 5 mm to 8 mm thick

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

v) Above 1000 mm upto 1250 mm dia RMT 482.00

B Above 8 mm upto 12 mm thick

i) From 750 mm upto 1000 mm dia RMT 574.00





vi) Above 2000 mm upto 2250 mm dia RMT 906.00

vii) Above 2250 mm upto 2500 mm dia RMT 974.00

C Above 12 mm upto 16 mm thick







D Above 16 mm upto 20 mm thick







E Above 20 mm upto 25 mm thick




and level M.S. specials with / without any

outcoating such as distance pieces,

straps, bends, tapers, etc. on pedestals or

chairs upon formation. The rate to include




M, etc. complete.







(SECTION - I : (XVII) M.S.Pipes Laying) Page No. 141


2012-13 2013-14





























and level M.S. pipes with / without any

outcoating, on pedestals or chairs upon

piers, trestles, etc. The rate to include




M, etc. complete.

























2012-13 2013-14












and level M.S. specials such as distance

pieces, straps, bends, tapers, etc. on

pedestals or chairs up on piers or trestles.

The rate to include loading, unloading,

hoisting, marginal cutting wherever

required, assembling, tack welding and

transportation upto 500 M, etc. complete

as specified.
































5 Transporting within 500 metres, 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.



2012-13 2013-14

































6 Transporting within 500 metres and laying

in position to correct line and level M.S.

specials 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 include

loading, unloading, hoisting, etc. complete

as specified.



















2012-13 2013-14

















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

Plate thickness

i) 4 mm RMT 131.00

ii) 5 mm RMT 198.00


iv) 7 mm RMT 519.00

v) 8 mm RMT 651.00

vi) 10 mm RMT 798.00

vii) 12 mm RMT 854.00

viii) 14 mm RMT 1018.00

ix) 16 mm RMT 1232.00

x) 18 mm RMT 1334.00

xi) 20 mm RMT 1599.00

xii) 22 mm RMT 2008.00

xiii) 25 mm RMT 2725.00

B Lap joints with convex fillet welds

Leg Lengths

i) 5 mm RMT 183.00

ii) 6 mm RMT 234.00


iv) 10 mm RMT 347.00

v) 12 mm RMT 519.00

vi) 14 mm RMT 705.00

vii) 16 mm RMT 776.00


ix) 20 mm RMT 1062.00

x) 22 mm RMT 1419.00

xi) 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.





2012-13 2013-14



vv) Above 1750 mm upto 2000 mm dia RMT 592.00




viii) Above 2750 mm upto 3000 mm dia RMT 908.00

ix) Above 3000 mm upto 3250 mm dia RMT 987.00

x) Above 3250 mm upto 3500 mm dia RMT 1065.00

xi) Above 3500 mm upto 3750 mm dia RMT 1144.00

xii) Above 3750 mm upto 4000 mm dia RMT 1229.00

9 Transporting within 500 metres 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

i) From 1000 mm upto 1250 mm dia Each 1299.00

ii) Above 1250 mm upto 1500 mm dia Each 1405.00

iii) Above 1500 mm upto 1750 mm dia Each 1511.00

vv) Above 1750 mm upto 2000 mm dia Each 1617.00

v) Above 2000 mm upto 2250 mm dia Each 1723.00

vi) Above 2250 mm upto 2500 mm dia Each 1829.00

vii) Above 2500 mm upto 2750 mm dia Each 1935.00

viii) Above 2750 mm upto 3000 mm dia Each 2041.00

ix) Above 3000 mm upto 3250 mm dia Each 2147.00

x) Above 3250 mm upto 3500 mm dia Each 2253.00

xi) Above 3500 mm upto 3750 mm dia Each 2378.00

xii) Above 3750 mm upto 4000 mm dia Each 2463.00

10 Transporting within 500 metres and

aligning, fixing in position and tack welding

expansion joints suitable for pipeline of

diameters.

i) From 1000 mm upto 1250 mm dia Each 4395.00

ii) Above 1250 mm upto 1500 mm dia Each 4558.00

iii) Above 1500 mm upto 1750 mm dia Each 4723.00

vv) Above 1750 mm upto 2000 mm dia Each 4887.00

v) Above 2000 mm upto 2250 mm dia Each 9238.00

vi) Above 2250 mm upto 2500 mm dia Each 9445.00

vii) Above 2500 mm upto 2750 mm dia Each 9650.00

viii) Above 2750 mm upto 3000 mm dia Each 9793.00

ix) Above 3000 mm upto 3250 mm dia Each 10063.00

x) Above 3250 mm upto 3500 mm dia Each 10270.00

xi) Above 3500 mm upto 3750 mm dia Each 10474.00

xii) Above 3750 mm upto 4000 mm dia Each 10682.00



2012-13 2013-14


11 Transporting within 500 metres, aligning

and fixing in position and tack welding

only, including marginal cutting, supplying

and providing rubber packing, etc. where

necessary.

A Minor fixtures such as manhole covers,

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

i) Upto 5 mm RMT 59.00

ii) Above 5 mm upto 10 mm RMT 84.00

iii) Above 10 mm upto 14 mm RMT 109.00

iv) Above 14 mm upto 18 mm RMT 124.00

v) Above 18 mm upto 22 mm RMT 172.00

vi) Above 22 mm RMT 230.00

13 Gas cutting holes upto 50 mm dia (for

plugs)

Thickness of Shell

i) 5 mm to 12 mm No 65.00

ii) 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.


charge.

Sqm 1192.00

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



2012-13 2013-14


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 1:2:4 C.C. 150 mm

thick etc. complete as 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 1 km., using

reciprocating type pumps which should be

able to provide specified test pressure

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.

i) Upto 600 mm dia (I.D.) Km 37248.00

ii) Above 600 mm upto 750 mm dia (I.D.) Km 37303.00

iii) Above 750 mm upto 900 mm dia (I.D.) Km 37389.00

iv) Above 900 mm upto 1050 mm dia (I.D.) Km 37518.00

v) Above 1050 mm upto 1200 mm dia (I.D.) Km 37646.00

vi) Above 1200 mm upto 1500 mm dia (I.D.) Km 37899.00

vii) Above 1500 mm upto 1800 mm dia (I.D.) Km 38272.00

viii) Above 1800 mm upto 2250 mm dia (I.D.) Km 38898.00

ix) Above 2250 mm upto 2500 mm dia (I.D.) Km 39354.00

x) Above 2500 mm (I.D.) Km 39809.00

Extra over Initial Km.

i) Upto 600 mm dia (I.D.) Km 189.00

ii) Above 600 mm upto 750 mm dia (I.D.) Km 270.00

iii) Above 750 mm upto 900 mm dia (I.D.) Km 402.00

iv) Above 900 mm upto 1050 mm dia (I.D.) Km 531.00

v) Above 1050 mm upto 1200 mm dia (I.D.) Km 684.00

vi) Above 1200 mm upto 1500 mm dia (I.D.) Km 1010.00

vii) Above 1500 mm upto 1800 mm dia (I.D.) Km 1528.00

viii) Above 1800 mm upto 2250 mm dia (I.D.) Km 2344.00

ix) Above 2250 mm upto 2500 mm dia (I.D.) Km 2919.00

x) Above 2500 mm upto 2750 mm dia (I.D.) Km 3530.00



2012-13 2013-14


xi) Above 2750 mm dia upto 3000 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, etc. complete as directed

by Engineer-in-charge.

Sqm 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

(4 mm 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 pre-fabricated tapes including

covering coat 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.

Sqm 448.00

Note : Pipe coating is to be done at laying

work site only.


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 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,

etc. complete as directed by Engineer-in-

charge (for GSRs and buildings).

Sqm 363.00



2012-13 2013-14



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.


charge (for RCC ESRs).

Sqm 476.00

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, concrete breaking

and remaking if any, breaking guniting and

remaking the same, repainting wherever

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 pipes upto 700 mm dia Sqm 326.00

ii) 12 mm thick for pipes upto 700 mm dia Sqm 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 dyu

film thickness of self bonding with

plastered surface and 100 micron of top

coat for sewage treatment plant (RCC

tank inside coating) and water treatment

plant.

Sqm 1057.00



2012-13 2013-14


24 Providing and applying external and

internal coating for steel structures in

sewage treatment plant/ water treatment

plant with elastomeric (450% elongation),

thermoplastic, fire retardant, coating skin

tensile strength18 to 21 kg/cm², antifungal

antibacterial anticorrosive, graft co-

polymer 50 micron DFT of self bonding

grade with steel, 50 micron DFT of inner

coat and 50 micron DFT of top coat.

Sqm 618.00






external pipelines in unlaid/ laid condition

after proper cleaning, 50 micron DFT of

self bonding grade with metal surface, 50

micron DFT of inner coat and 50 micron

DFT of top coat.

i) Water and sewage pipelines (external) in

unlaid condition

Sqm 647.00

ii) Water and sewage pipelines (external) in

laid condition

Sqm 663.00






internal surface of pipelines 100 micron

DFT of self bonding grade with steel

surface, 100 micron DFT of top coat.

i) Pipeline in unlaid condition Sqm 814.00

ii) Pipeline in laid condition Sqm 869.00




to 21 kg/cm2, antifungal antibacterial


cleaned steel reinforcement bars 80 to

100 micron DFT with self bonding of bar

coating.i) 6 mm dia MT 29598.00

ii) 8 mm dia MT 22648.00

iii) 10 mm dia MT 17947.00

iv) 12 mm dia MT 14933.00

v) 16 mm dia MT 11182.00

vi) 20 mm dia MT 9100.00

vii) 25 mm dia MT 7187.00

viii) 32 mm dia MT 5759.00

ix) 40 mm dia MT 4373.00



2012-13 2013-14


28 Providing and applying HDPE coating for

MS pipe internally as well as externally

including cost of HDPE powder moulding

pipe grade, labour, scrapping the pipe

surface with wire brushes, degreasing,

cleaning by 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 thickness

in micron

0 2000 2000 Sqm 1508.00

2000 micron 1000 3000 Sqm 1893.00

3000 micron 1000 4000 Sqm 2176.00

3000 micron 2000 5000 Sqm 2501.00

Unit Without E.D.


Section - I (XVIII)

Treatment Plant (WTP & STP)

Section - I - XVIII, TREATMENT PLANT (WTP & STP)


Water Treatment Plant (WTP)1 Designing (aesthetically), providing and

constructing high rate Unconventional

Water Treatment Plant i.e. Simplified

Water Treatment Plant consisting of Civil,

Mechanical and Electrical 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 various 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 measuring arrangement

4) Inlet channel

5) Flocculator - Conforming to I.S. 7208-1974

(Type-C) with detention period of 30

minutes

6) Tube settlers - Designing, fabricating and

constructing 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) Bypass arrangement

14) External and internal electrification

15) Laboratory equipments

16) Wash water tanks of capacity equal to 2%

of designed quantity of filtered water in a

day (+)10%.

17) Wash water pumps with 100% standby.

18) Air blowers capable of delivering 600 LMP

per square metre of free air of filter area at

0.4 Kg/ sqcm at the under drains (100%

standby).

19) Pure water sump of 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


(Section - I - XVIII, Treatment Plant - WTP / STP) Page No. 153



23) Sanitary block with necessary water

supply and drainage arrangements 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) Unconventional 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.

Unconventional Water Treatment

Plant1) Fixed cost for 1 MLD Job 54.00 22.00

2) Add for capacity above 1 MLD upto 2 MLD MLD 23.76 10.00

3) Cost of 2 MLD treatment plant Job 77.76 31.00

4) Add for capacity above 2 MLD upto 5 MLD MLD 17.64 8.00


6) Add for capacity above 5 MLD MLD 14.25 5.00


2 Designing (aesthetically), providing,

constructing and commissioning

Conventional Water Treatment Plant

consisting of all Civil, Mechanical and

Electrical 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 various sub-works as given

below, including necessary hydraulic

testing, structural testing, equipment

testing and 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

conforming to I.S. 7090 of 1985.




4) Flocculator - Conforming to I.S. 7208-1974

(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.

6) Rapid Sand Filters and Filter House -

Filter designed for filteration rate of 5,000

litres per square metre per hour, minimum

2 beds for plant upto 10 MLD, for larger

plants as specified, filters to be located in

filter house with roof slab, pipe gallery and

platform minimum 5.5 metre in width.

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

conforming to I.S. 8491(i)-77, backwash

by air wash, standard appurtenances (to

be specified), rate of flow controller, filter

gauge, sand expansion gauge, etc.

b) Wash Water Tank - Capacity to be

specified and suitable to supply water to

wash 2 filter units at a time where the units

are 4 or more.

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/sqcm at the underdrains

(100% standby).

7) Chemical House in Two Storeys

a) Ground floor to accommodate 7 days'

alum requirement and sundry storage.

b) First floor to accommodate alum and lime

tanks. etc.

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.




8) Pure Water Sump and Sump 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' requirement in monsoon

with 10% extra capacity for other sundry

articles.

10) Vacuum feed type Chlorinators - Make to

be approved by MJP.

a) Conforming to I.S. 10533 - A Part-II 1983.

b) Rate for withdrawal

Temperature Kg. of Chlorine discharge

Degree 'C' per day (Cylinders)

45 67 Tonnes

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 conform to I.S. 10553 Part-I 1983.

d) 100% standby shall be provided.

11) By pass arrangements - C.I. or M.S. pipes.

12) Drainage arrangements - RCC pipes upto

plot boundary.

13) Electrical installation - Both internal and

external including entire plant area.

14) Laboratory equipment - As per

requirement (to be specified during

tendering).

15) Sanitary blocks - Carpet area - 15 square

metre minimum upto 25 Mld and 25

square metre above 25 Mld.

16) 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.

17) Rates given below are inclusive of uplift

pressure if any and dewatering during

entire work.

18) These rates are applicable for seismic

zones 2, 3 and 4.



shall be in M-300.

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

(proposed).




Conventional Water Treatment

Plant1) Upto 5 MLD MLD 33.48 13.00


3) Add for capacity above 5 MLD upto 10

MLD

MLD 23.76 10.00



MLD

MLD 15.44 6.00



MLD

MLD 14.25 5.00



MLD

MLD 11.88 4.00



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 trail 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 achieved either by glass

pebbles of graded size or PVC tetrapod or

equivalent arrangement to ensure good

floc formation.

3) Plate or tube settlers of not less than 30

minutes detention in M.S. prefabricated

box, the 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 & outlet facilities shall

be provided.

5.1 Air blowers capacity of delevering 600

LPM per sqm of free air of filter area 0.4

kg/sqcm at underdrain ( 100% standby for

capacity above 1 MLD)

5.2 Wash water tank capacity equal to 2 % of

designed quantity of filer water in a day +

10 %

5.3 wash water pump with 100 % standby

(Minimum 3 HP with all accessories)

5.4 Backwash with water not less than 0.6

cum/sqm of filter bed area in filter box.




5.5 Piping of outlet upto sump

6 Laboratory equipments

7 External & Internal electrification

8 TCL solution tank with mixing, carrying

and dosing arrangement with piping.

9 Gravity feed gas chlorinator with 100%

standby.

10 Four alum storage unit

11 Drainage arrangement

12 Providing room with RCC roof for office

and Lab space with necessary water

supply & drainage arrangement & internal

roads

13 RCC sump of one hour cap.and pump

house on it.

14 Internal Road

15 Wire fencing with gate for WTP premises.

16) 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.

17) 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)

18) 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

19) 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.

20) 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.

21) 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.

22) Free board for all units not less than 300

mm



shall be in M-300.

Package Water Treatment Plant

1) 21 Cum/Hr. (0.50 MLD) Each 27.00

2) 34 Cum/Hr. (0.80 MLD) Each 33.48

3) 42 Cum/Hr. (1.00 MLD) Each 37.80

4) 63 Cum/Hr. (1.50 MLD) Each 47.52

5) 83 Cum/Hr. (2.00 MLD) Each 56.16

6) 125 Cum/Hr. (3.00 MLD) Each 72.36

Note : Depending upon the capacity

required for the scheme, one of the above

capacities should be chosen.

4 Sewage Treatment Plant (STP)

A Designing (aesthetically), providing,

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).

Primary treatment - with extended sludge

drying beds (Oxidation Ponds)

Rates

1) Upto 10 MLD MLD 47.52 19.00

2) Cost of 10 MLD plant Job 475.20 190.00


MLD

MLD 42.12 16.00









B Designing (aesthetically), providing,

constructing and giving satisfactory

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 thickener, 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

mechanical works inclusive of following

items, units as per detailed specification

for civil, electrical and mechanical

components with all duties and taxes, etc.

complete.

Inlet Chamber

Designing, providing and constructing

RCC(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 phosphor bronze,

steel gate with extension rod, head stock,

operating 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.

Screen Chambers

Designing, providing, constructing, testing

and commissioning screen chamber

designed for average 1 DWF and

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 1.2 M wide with G.I. pipe railing,

RCC staircase of 1.2 M width from GL to

screen chamber.




Detritus Tank


continuously grit removal type of detritus

tank, mechanically operated in RCC (M-

250) capable of removing 100%, 0.20 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 including

providing and making necessary

arrangement of JB-1 inlet and outlet

channel 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 1.20 M 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

arrangements shall be as per detailed

specifications and as directed.

Parshall Flume


parshall flume channel in RCC (M-250) for

measuring quantity of sewage received at

the treatment works, max. flow of 2 DWF

and minimum flow of ½ DWF including

providing and making necessary

arrangement of approach channel as may

be required to connect the flow having

minimum velocity of 0.3 M per second to

distribution box (DB-1). The unit shall be

provided with walkway and RCC staircase

having width of 1.20 M each etc.

complete, including hydraulic testing for

watertightness 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

arrangements as per specifications.




Primary Settling Tanks with Equipments

Designing, providing, constructing and

hydraulic testing in RCC (M-250)

watertight primary settling tanks of 1 DWF

capacity with feed chamber, sludge and

effluent chamber, base adequately

supported, providing 1.20 M wide clear

peripheral and approach walkway inter

connecting C.I. double flanged pipes from

feed chamber of the clarifier distribution

well, grouting wherever necessary,

including foundation, etc. as per

specifications, water depth at outer side

shall be minimum 3.0 M, weir loading shall

not be greater than 125 cum, DWF 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 CM 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, anti-corrosive 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.

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 distribution chamber DB-3 and

providing 1.20 m wide clear peripheral

approach walkways, 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 compartments 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

aeration tank. All related works shall be as

per detailed specifications.

Secondary Settling Tanks with

Equipments

Designing, providing and constructing in

RCC (M-250) water tight secondary

settling tank having detention period 2

hours and SWD shall be 4.20 M. The

effluent BOD & SS from the secondary

clarifier shall not be more than 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 than 8 mm thick with

anticorrosive epoxy paint from both faces

and well stiffened. The sewage admitted

at the centre flowing upward and outward

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, overflow weir,

walkway diffuser, over load alarms, having

push buttons, starters for the clarifier,

walkway and the suitable sludge

withdrawing arrangement with flush valve

capable of withdrawing moisture content

not more than 97% to 98% slopping floor

shall have 40 mm thickness

(minimum), screed course of cement grout

of mix 1 cement : 2 sand, 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 disposal and as per detailed

specifications and obligatory provision. All

other arrangements shall be as per

detailed specifications.

Sludge Thickener with Equipments





watertight of sludge thickener (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 arrangement, 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

arrangement as per detailed specifications

and necessary inlet and outlet

arrangement. All other arrangement as per

detailed specifications.

Primary Digester with Mixer Equipment

(Fixed Cover)

Designing, providing and constructing unit

of watertight and gastight 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 structural concrete

including providing burners and civil works

for gas collection, grouting wherever

necessary, etc. complete as per

specifications. It should be designed for

min 9°C and max. 45°C and minimum

detention time of 30 days, water depth

shall not be more than 8.5 M, free board

shall be 0.6 M with inlet and outlet

arrangement of C.I. flanged pipes

including giving hydraulic testing and

airtightness testing. The item includes

providing works for collecting gas and gas

burner as per specifications.

Secondary Digester with Equipment

(Fixed Cover)


including foundation unit of watertight and

gastight secondary digester to deal with 1

DWF complete 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.




S.S.T. Sump and Pump House with

Recirculation Pumps and Sludge Pumps

to Digester


sump and pump house of requisite

capacity with ceiling height not less than 6

M, sludge stream for recirculation to

aeration tank and excess sludge to SCBT,

including C.I. piping to carry this flow to

sump as per detailed specification and as


Chlorine Contact Tank


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 designing,

providing and constructing water supply

arrangement for chlorination including

providing dewatering and bypass

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 obligatory provisions and detailed

specifications and as directed by Engineer-

in-charge.

Chlorinator and Chlorinator Room / Tonner

Room


chlorinators, vacuum type 2 nos. each

having capacity of 10 Kg/hr as per

obligatory provisions and detailed

specifications with necessary provision of

chlorinator room having floor area not less

than 30 sqm including automatic residual

chlorine controller with actuator and

residual chlorine analyser including cost of

chlorine cylinder, piping, valves,

measuring and controlling equipments,

safety 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 distinctly

isolated and should be for minimum 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 provided

for full length of tonner room at 6 M height

from floor level, with outlet chamber and

treated effluent outlet channel, etc.

complete as per detailed specifications.




Sump cum Blending Tank (SCBT)


sump cum blending tank of appropriate

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

specifications and obligatory requirements.

P.S.T. Sump cum Blending Tank, Pump

House with Recirculation Pumps


pump house of appropriate size with

pumps, ceiling height minimum 6 M over

the circular sump for discharging the

sludge to thickener and recycling of flow

for blending with C.I. piping, etc. complete

as per detailed specifications.

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.

Gas Holder

Designing, providing and constructing gas

holder having gas collection system, gas

flow meter and gas burner with floating

dome arrangement and 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 8 mm thick

M.S. plate minimum and shall be provided

with two coats of anti-corrosive epoxy

coating from both faces.

Outfall Sewer


appropriate outfall sewer of RCC NP-2

pipe to discharge treated effluent,

untreated effluent from outlet chamber

(after basin / chlorination tank) to the local

nalla 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 nalla bed level, pitching and energy

dissipation chamber in the nalla portion,

etc. complete upto 50 M length RCC NP-2

pipeline and including all above items.




Piping Work in CI '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 bypass drains,

etc. of all units including adequate

numbers of manhole chambers. The item

includes excavations, refilling and

hydraulic testing of pipes, valves, gates,

accessories and cost of jointing materials.

The item includes required channels with

gates for interconnection of units, bypass

drains, etc. for all units and as directed,

etc. complete as per detailed

specifications.

Administrative Building cum Laboratory

(G+1)


administrative 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, BB masonry (IInd class

in CM 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 arrangements, water supply

arrangement, 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.

Structures in contact with water shall be in

M-300 only

Primary and secondary treatment-with

digesters, sludge drying beds etc.

complete.Rates

1) Upto 10 MLD MLD 57.24 23.00



MLD

MLD 49.68 19.00







Section - I (XIX)

R.C.C. G.S.R.s and Sumps

Section - I - XIX, RCC GSR AND SUMP


1 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 bypass

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 coats of cement paints

to all exposed surface of structure

including roof surface etc. complete as per

design data, criteria, obligatory

requirements and detailed specifications.

Anti-termite treatment shall be given for

underground portion of the structure.

Notes

1) The design shall be in accordance with

various relevant I.S. specification (I.S.

456/2000, I.S. 875 - 1987, I.S. 3370 - 1965

or revised.)

2) Only M.S. bars grade I conforming to I.S.

432 part-I or high yield strength deformed

bars conforming 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 be in two compartment.

6) The Job includes designing the structure

for uplift pressure and dewatering if

required during entire execution and

disposal of surplus excavated stuff within

lead of 50 metres as directed by Engineer-

in-charge. If uplifts considered in design,

then these rates shall be increased by

7.5%.


(Section - I - XIX, RCC GSR / SUMP) Page No. 168



7) G.S.R. outlets shall be with bell mouth of

approved pattern 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 300 mm, M.S. pipes

and specials minimum 10 mm thick shall

be used with proper anticorrosive epoxy

treatment from inside 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 : Conditions 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

sumps.

Rates for RCC GSRs and Sumps

1) Upto 25,000 litres Lit 13.06 5.00

2) Cost of 25,000 litres capacity Job 326700.00 130680.00

3) Add for capacity above 25,000 upto

50,000 litres

Lit 7.12 3.00



75,000 litres

Lit 5.94 2.00



1,00,000 litres

Lit 5.35 2.00

8) Cost of 1,00,000 litres capacity Job 787050.00 314820.00

9) Add for capacity above 1,00,000 upto

1,50,000 litres

Lit 5.05 2.00



2,00,000 litres

Lit 4.75 2.00



3,00,000 litres

Lit 4.16 2.00



5,00,000 litres

Lit 3.56 1.00



10,00,000 litres

Lit 2.97 1.00



15,00,000 litres

Lit 2.38 1.00





21) Add for capacity above 15,00,000 litres Lit 2.16 1.00

Note : 10% shall be added over the cost of

GSR for sump where overhead pump

house is proposed.


Section - I (XX)

R.C.C. E.S.R.

Section - I - XX, RCC ESR


1 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 metres 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

off the surplus stuff within a lead of 50

metres, 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 indicators, lightening

conductor, G.I. pipe railing around walk

way and top slab, providing spiral stair

case from ground level to roof level, M.S.

grill gate of 2 M 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

and 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.

Notes

1) The design of the structure be in

accordance with relevant I.S. specification

(I.S. 3370 - 1965 or revised.)

2) The design shall satisfy the stipulations as

per I.S. 1893 - 1984 and I.S. 13920 /

1993 for seismic force and I.S. - 11682 /

1985 for R.C.C. staging of overhead

tanks.

3) For design having more than 6 columns,

provision of internal bracing is obligatory.

External bracings is also obligatory.

4) Plain round mild steel bars grade-I

conforming to I.S. 432 part-I or high yield

strength deformed bars conforming to I.S.

1786 or I.S. 1139 shall be used, grade-II

mild steel bars will not be allowed.


(Section - I - XX, RCC ESR) Page No. 171



5) Irrespective of the type of foundation

proposed in the design, one set of bracing

be provided at the ground level.

6) These rates include providing M.S. ladder

for E.S.R.s upto 2 lakh litres capacity and

providing spiral staircase for E.S.R. above

2 lakh litres capacity.

7) Staging shall have to be designed with

stresses of M-200 concrete for ESR.

However all RCC construction should be

done in M-250 .Structures in contact with

water shall be designed & casted in M-300

8) 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.

9) All conditions 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

mentioned below.

10) 75% part rate shall be payable for

reinforcement concrete 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.

11) The rates indicated in the table are

excluding the cost of pipes, specials and

valves required for inlet, outlet, washout,

overflow and bypass arrangement. The

scope of work, however, includes cost of

erecting, laying and jointing of pipes and

valves including cost of jointing materials

upto 5 M beyond outer face of outermost

column.

12) For ESR upto 500 cum capacity C.I.

double flanged pipes upto 300 mm dia

shall be provided and C.I. specials shall

be used. For ESR above 500 cum

capacity C.I./M.S. pipe assembly with

minimum 8 mm thickness upto 500 mm

dia and minimum 10 mm thickness above

500 mm dia can be used with proper anti-

corrosive epoxy treatment from inside and

outside.




13) Below mentioned rates are for foundations

with individual footing with bearing

capacity of 20 tonnes per square metre.

For raft foundations, these rates shall be

increased by 7.5% where safe bearing

capacity (SBC) is 5 MT per sqm and by

5% where SBC is more than 5 MT/sqm

and upto 10 MT/sqm. This % of 5% or

7.5% is applicable for estimation of

amount of lumpsum item of ESR. For

extra item due to change from individual

foundation to raft, actual increase in

concrete and steel be paid as per relevant

DSR item.

14) The rate shall be increased by 30% for

bearing piles upto depth of 10 M and for

further increased in depth by 5 M each, it

shall be increased by another 10%. These

rates are applicable where raft is not

feasible. For pile foundations sulphate

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.

15) The rates are applicable for staging height

of 12 M. These rates shall be increased or

decreased for per metre variation in this

staging height as below :

12 to 16 M staging - 2% per metre

16 to 20 M staging - 3% per metre

20 M and above - 4% per metre

For 17 M staging height, percentage

calculation will be like below :

12 to 16 M --- 4 x 2 = 8%

16 & 17 M --- 1 x 3% = 3% Total = 11%

For 21 M staging height, percentage

calculation will be like below :

12 to 16 M --- 4 x 2 = 8%

16 to 20 M --- 4 x 3% = 12%

20& 21 M --- 1 x 4% = 4% Total = 24%

16) 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 CSR).

Notes

1) Conditions from Sr. No. 1 to 10 shall

form a part and parcel of the tender and

must be included in the draft tender

papers for works of R.C.C. E.S.R.




2) Conditions from Sr. No. 11 to 16 are for

estimation purpose only and shall not

appear in the tender.

Rates for RCC ESRs

1) Upto 25,000 litres Lit 23.76 10.00



50,000 litres

Lit 14.26 5.00



75,000 litres

Lit 9.50 4.00



1,00,000 litres

Lit 8.31 3.00



1,50,000 litres

Lit 7.13 3.00



2,00,000 litres

Lit 5.94 2.00



2,50,000 litres

Lit 5.64 2.00



3,00,000 litres

Lit 5.35 2.00



4,00,000 litres

Lit 5.05 2.00



5,00,000 litres

Lit 4.75 2.00



7,50,000 litres

Lit 4.45 2.00



10,00,000 litres

Lit 4.16 2.00



15,00,000 litres

Lit 3.86 1.00



20,00,000 litres

Lit 3.56 1.00



Page No. 175

Section - I (XXI)

Chambers, Manholes and Drainage

Drops

SECTION - I - XXI, CHAMBERS, MANHOLES AND DRAINAGE DROPS


Valve Chamber with Precast

RCC CoversProviding and constructing B.B. masonry

valve chamber with 15 cm thick 1:2:4

proportion PCC bedding, excluding

excavation, B.B. masonry in CM 1:5

proportion precast RCC frame and cover,


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 0.9 M with precast R.C.C slab

cover.

No 4791.00 1437.00

a) Add for every increase in depth of 30 cm

or part thereof

30 cm

depth1085.00 325.00

B As above of 90 x 45 cm internal size and


cover.

No 7134.00 2141.00


or part thereof

30 cm

depth1297.00 390.00

C As above of 90 x 60 cm internal size and


cover.

No 7753.00 2326.00


or part thereof

30 cm

depth1403.00 420.00

D As above of 90 x 90 cm internal size and


cover.

No 9250.00 2776.00


or part thereof

30 cm

depth1620.00 486.00

E As above of 90 cm internal dia. size and


cover.

No 7029.00 2107.00


or part thereof

30 cm

depth1261.00 378.00

F As above of 1.2 x 1.2 M internal size and


cover.

No 12336.00 3701.00


or part thereof

30 cm

depth2057.00 617.00

G As above of 1.5 x 1.5 M internal size and


cover.

No 18096.00 5429.00


or part thereof

30 cm

depth2533.00 759.00


1

(Section - I - XXI, Chambers, manholes drainage drops) Page No. 176



Valve chamber with cast iron

manhole frame and covers Providing and constructing B.B. masonry




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 1:1.5:3 coping or RCC

1:1.5:3 proportion x 15 cm thick slab, etc.


charge.



exceeding 1.2 M.


depth upto 0.9 M with 60 x 45 cm size CI

manhole frame and cover of 40 kg.

No 7709.00 1542.00


or part thereof

30 cm

depth1085.00 325.00




No 9474.00 1895.00


or part thereof

30 cm

depth1158.00 347.00




No 10845.00 2170.00


or part thereof

30 cm

depth1254.00 376.00


depth upto 1.2 M with 53 cm dia CI

manhole frame and cover of 90 kg. fixed

in RCC slab.

No 15209.00 3041.00


or part thereof

30 cm

depth1620.00 486.00

E As above of 1.2 x 1.2 M internal size and



in RCC slab.

No 17670.00 3535.00


or part thereof

30 cm

depth2056.00 617.00




in RCC slab.

No 22559.00 4512.00


or part thereof

30 cm

depth2673.00 802.00

2




Valve chamber with precast

steel fibre reinforced concrete

frame and covers (S.F.R.C.

frame and covers)

Providing and constructing B.B. masonry




proportion precast S.F.R.C. frame and

cover, etc. complete as directed by

Engineer-in-charge.



exceeding 1.2 M.


depth upto 0.9 M with S.F.R.C. frame and

cover.

No 7015.00 1403.00


or part thereof

30 cm

depth1085.00 328.00



cover.

No 10021.00 2087.00


or part thereof

30 cm

depth1158.00 347.00



cover.

No 10887.00 2293.00


or part thereof

30 cm

depth1254.00 376.00



cover.

No 13471.00 2695.00


or part thereof

30 cm

depth1447.00 434.00

E As above of 1.2 x 1.2 M internal size and


cover of size 540 mm dia. fixed in RCC

slab.

No 16707.00 3342.00


or part thereof

30 cm

depth2056.00 617.00



cover of size 540 mm dia. fixed in RCC

slab.

No 22537.00 4507.00


or part thereof

30 cm

depth2674.00 802.00

4 Providing and fixing in position M.S. air

valve boxes fabricated with 2 mm thick

M.S. plate, 30 x 30 x 3 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 2114.00 529.00

b) For double ball air valve No 2919.00 729.00

3




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 1360.00 363.00

b) 225 mm x 300 mm (40 kg) No 2720.00 725.00

6 Providing and constructing on sewer, B.B.

masonry circular manhole with

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 20024.00 4005.00

a) Rebate for every decrease in depth of 50

cm or part thereof

50 cm

depth2739.00 822.00


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, upto 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 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


No 55992.00 11199.00


cm or part thereof

50 cm

depth5632.00 1689.00





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

proportion 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.


charge.

No 120336.00 24067.00


cm or part thereof

50 cm

depth7113.00 2134.00

9 Providing and constructing B.B. masonry

circular manhole without conical shape

excluding excavation, RCC 1:1.5:3

proportion, 20 cm bedding brick masonry

in CM 1:4 proportion, 23 cm thick for 2 M

depth from top 35 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 17050.00 5115.00


cm or part thereof

50 cm

depth2547.00 764.00

B 1.00 M dia. x 3 M depth No 27072.00 8122.00


cm or part thereof

50 cm

depth4167.00 1250.00

C 1.00 M dia. x 4.5 M depth No 41904.00 12571.00


cm or part thereof

50 cm

depth5193.00 1557.00

D 1.50 M dia. x 2 M depth No 26814.00 8044.00


cm or part thereof

50 cm

depth3496.00 1049.00

E 1.50 M dia. x 3 M depth No 35607.00 10682.00


cm or part thereof

50 cm

depth5323.00 1596.00

F 1.50 M dia. x 4.5 M depth No 54419.00 16325.00





cm or part thereof

50 cm

depth6637.00 1990.00

Drainage DropsProviding 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 upto the foundation

of manhole, jointing, cutting, filleting

including neat cement rendering, plugging

the opening with jungle wood knob


charge (0.60 M depth) excluding cost of

chamber.

a) Extra for every 0.5 M depth beyond initial

depth of 0.60 M.

50 cm

depth632.00 189.00

11 As above but for 200 mm dia pipes and

depth 0.60 M

No 2412.00 496.00


depth of 0.60 M.

50 cm

depth757.00 227.00


depth 0.60 M

No 2906.00 626.00


depth of 0.60 M.

50 cm

depth942.00 283.00


depth 0.60 M

No 3539.00 733.00


depth of 0.60 M.

50 cm

depth1026.00 308.00


depth 0.60 M

No 4798.00 959.00


depth of 0.60 M.

50 cm

depth1421.00 496.00


depth 0.60 M

No 6470.00 1294.00


depth of 0.60 M.

50 cm

depth1866.00 559.00


depth 0.60 M

No 8429.00 1686.00


depth of 0.60 M.

50 cm

depth2053.00 616.00

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 2633.00 658.00

b) 560 mm dia No 3504.00 877.00

c) 90 x 45 cm size No 2633.00 658.00

d) 90 x 60 cm size No 2853.00 713.00

e) 60 x 60 cm size No 2606.00 651.00

f) 60 x 45 cm size No 2258.00 565.00

10 No 1822.00 364.00




18 Providing and fixing intercepting sewer

trap including concrete bedding, etc.

complete.a) 150 x 100 mm No 454.00 113.00

b) 100 x 100 mm No 324.00 81.00

19 Providing and fixing in position S.W.

bends of various size, etc. complete.a) 100 mm No 144.00 36.00

b) 150 mm No 167.00 42.00

20 Providing and fixing 'Y' junction and

labour, etc. complete.

a) Saddle junction 100 x 100 M No 175.00 43.00

b) 'Y' junction 150 x 150 x 100 mm No 202.00 50.00

c) 'Y' junction 300 x 300 x 300 mm No 238.00 59.00

d) 'Y' junction 300 x 300 x 100 mm No 202.00 50.00

21 Providing and fixing in position A.C. soil

ventilators / slotted as necessary and as

directed by Engineer-in-charge, etc.

complete.a) 80 mm No 171.00 43.00

b) 100 mm No 208.00 51.00

c) 150 mm No 294.00 72.00

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 299.00 75.00

b) 100 mm No 356.00 90.00

c) 150 mm No 558.00 139.00

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 1036.00 259.00

b) 100 mm No 1176.00 294.00

D/S

a) 80 mm No 1118.00 280.00

b) 100 mm No 1296.00 323.00


Section - J

Well Sinking and River Infiltration

Works

SECTION - J, WELL SINKING AND RIVER INFILTRATION WORKS


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

required). Providing impervious /

semipervious materials on both sides of

B.C. soil (in gunny bags if required)

including ramming, compacting to the

satisfaction of Engineer-in-charge till the

completion of work including dismantling

coffer dam after completion of works and

disposing off the material as directed by

the Engineer-in-charge.

Cum 499.00 11.00

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 flat slopes are not

payable. Contractor is free to use ballies,

plastic sheets, piles, pipes, CGI sheets for

supporting hearting materials instead of

impervious/ semi-pervious 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. crushank

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 14 mm from bottom so that 15

mm side should be in contact with cutting

edge with overlap of 300 mm joints. 16

mm dia bar should be welded

Kg 80.00 12.00

Sr. No. Description Unit Rate (Rs.) 2012-13 Rate (Rs.) 2013-14

(Section - J, Well Sinking and River infiltration work) Page No. 183



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 anti-corrosive

paint as directed by Engineer-in-charge.

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 226.00 91.00

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 680.00 181.00

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.

RMT 178.00 3.00

6 Providing and fixing M.S. chequerred plate

flooring of following thickness supported

on M.S. angles (25 x 25 x 5 mm size)

including welding, cutting and fabricating

the plates to the required square or

rounding shape, making holes in the plate,

including providing and applying 3 coats of

anticorrosive paint, etc. complete as


a) 6 mm thick Sqm 3623.00 323.00

b) 8 mm thick Sqm 4633.00 323.00

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.

a) 450 mm dia RMT 3623.00

b) 600 mm dia RMT 5619.00

8 Lowering, laying and jointing RCC slotted

pipes of following diameters including all

leads and lifts, cost of jointing material,

labour, etc. complete as directed by

Engineer-in-charge.

a) 450 mm dia RMT 178.00 99.00

b) 600 mm dia RMT 238.00 132.00

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.

i) 300 mm dia RMT 200.00 99.00

ii) 350 mm dia RMT 231.00 122.00

iii) 400 mm dia RMT 308.00 150.00




iv) 450 mm dia RMT 323.00 147.00

v) 500 mm dia RMT 408.00 163.00

vi) 600 mm dia RMT 564.00 226.00

vii) 700 mm dia RMT 761.00 286.00

viii) 750 mm dia RMT 858.00 323.00

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.

a) 40 mm gauge pebbles Cum 1129.00 273.00

b) 12 mm to 20 mm gauge pebbles Cum 1366.00 330.00

c) 6 to 12 mm gauge pebbles Cum 1557.00 378.00

d) Coarse sand (from river sand at site) Cum 772.00 189.00

e) Fine sand (from river sand at site) Cum

11 Providing and fixing in position C.I. dapuri

steps or 22 mm dia. M.S. bar step with

proper anchorage, etc. and providing and

applying 3 coats of anti-corrosive paint,


charge.

No 356.00 56.00

12 Providing and fixing M.S. sluice gates in

position as per detailed drawings 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 91.00 35.00

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.


charge.

Kg 86.00 12.00

14 Providing and spreading around the well 1

mm thick polyethylene sheet complete as


Sqm 23.76 6.00

15 Dewatering charges for estimation

purpose for head works in river basin or

dam :

i) Approach Channel RMT 5203.00 963.00

ii) Intake Well of 3 M dia. No 69391.00 14660.00

iii) Inspection Well of 2 M dia. No 44680.00 8792.00

iv) Connecting Main RMT 4170.00 771.00

v) Jack Well of 6 M dia. No 208161.00 43105.00

vi) Approach Bridge RMT 701.00 229.00




Notes

1) The Contractor at his request may be

allowed to start construction of masonry

steining so as not to allow silting of well in

oncoming 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% 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.

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 Nos. (1) & (2) shall appear in

tender conditions.

16 Carrying out recuperation/ yield test for

asserting the discharge of constructed

well/ excavated profile as directed by

Engineer-in-charge. The test is carried out

by drawing down water from the

well/profile below normal/ subsoil water

level upto full depth rise in water level is

recorded. The normal water level/ subsoil

water level in the well/ profile as well as

stainer/ suction level at pump as per

design of W.S. scheme shall be recorded

prior to the test including cost of all

materials, overhead, labourers, etc.

completed as directed.

The test shall be carried out as per Tech.

Circular No. 2597 & 2011-97 and shall be

carried out for 7 days.

i) Lps more than 25,000 Day 3231.00 1832.00

ii) Lps less than 25,000 Day 3214.00 2273.00


Section - K

Ancillary Items for Reservoirs

SECTION - K, ANCILLARY ITEMS FOR RESERVOIRS


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 earthing pit with

charcoal, salt, etc. & refilling & watering,

etc. complete as per specifications laid

down in relevant I.S. codes.

i) For tape of 10 M length No 10731.00 710.00

ii) Rebate/ extra rate per metre length or part

thereof over and above initial length of 10

M.

Mtr. 292.00 12.00

2 Providing and fixing in position copper

lightening conductor including copper rod

of 20 mm dia upper terminal 1.5 M long

with a knob at the end with a 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 and fixing 40 mm G.I.

pipe upto 3 M height from ground and 0.5

M below ground including making all

connections, filling earthing pit with

charcoal, salt, etc. & refilling & watering,

etc. complete as per specifications laid

down in relevant I.S. codes.

i) For tape of 10 M length No 9331.00 708.00

ii) Rebate/ extra rate per metre length or part

thereof over and above initial length of 10

M.

Mtr. 117.00 4.00

3 Providing, hoisting and fixing in position

inverted 'J' type 100 mm dia C.I. cowl

type ventilators with mosquitoproof

aluminium mesh at top in including



charge, weighing not less than 35 kg.

No 1750.00 770.00

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 2683.00 204.00


(Section - K, Ancilary items for Reservoirs) Page No. 187



ii) Rate on weight basis for any size and type

of frame and cover.

Kg 76.00 5.00

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



charge.

RMT 1400.00 207.00

6 Providing and applying epoxy paint of

approved make (Shalimar, Ciba or

Mahindra & Mahindra) to concrete surface

for 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.

i) For new surfaces - Two coats Sqm 571.00 289.00

ii) For old surfaces - Two coats Sqm 642.00 349.00

7 Providing and constructing RCC spiral

staircase in M-250 mix concrete at site of

work and consisting of central vertical

column of 400 mm dia and steps in RCC

M-250, 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-250 footing foundation,

its excavation, refilling and cleaning the

site, etc. complete as per type design, with

3 coats of cement paint.

RMT 6415.00 854.00

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 and providing and 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.


charge.i) 0.9 M dia x 1.35 M height No 6882.00 784.00

ii) 1.2 M dia x 1.80 M height No 8748.00 1004.00

iii) 1.5 M dia x 2.25 M height No 13997.00 1628.00




9 Providing and installing mercury water

level indicator for RCC ESR and wash

water tank site as per instructions of

Engineer-in-charge at ground level of the

tank or nearing pump house or room for

RCC ESR having 15 mtrs. stage height

and 5 mtrs. water storage height with

indication of water height in storage tank

in metre and 1/10th of metre 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

For extra stage height over 15 mtrs. or

part thereof and water depth over 5 mtrs.

or part thereof for Item No. 9.

Mtr. 911.00

10 Providing, erecting, installing and

commissioning Barometric leg

chlorination system for water treatment

plant upto 5 MLD capacity as per

manufacturer's specification 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, 4 mm thick glass

tube borosil, gas unit opening spanner 3

hole type, instruction board, aluminium

pipe upto sump (max. length 15 M)

including civil works wherever required for

above materials, 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 M or adequate size) as per drawing

attached.

i) For 5.0 Mld capacity No

ii) Add / deduct per Mld or part of per Mld

capacity

Mld

11 Providing and fixing water level indicator

upto 5 M height including M.S. enamelled

gauge plate 300 mm wide and 3 mm

thick, copper float, providing and fixing

required accessories such as pointer,

pulleys, nylon thread including cost of all

material, labour, etc. complete.

No 8748.00 1444.00

12 Providing and fixing water level indicator

upto 5 M height including M.S. enamelled

gauge plate 150 mm wide and 3 mm

thick, copper float, providing and fixing

required accessories such as pointer,

pulleys, nylon thread including cost of all

material, labour, etc. complete.

No 5249.00 1437.00


Section - L

Trial Run

SECTION - L, TRIAL RUN


1 Commissioning, running and

maintaining the scheme to quantities,

rated capacity, including managing

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 Department.

a) For single village (Three Months) Job 48572.00 28655.00

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. (For six months)

Job 201115.00 158120.00

c) For regional scheme upto 3 villages

with raw water pumping with pumps, raw

water pumping main, leading main, ESR,

BPT and distribution system, etc. (For six

months) without WTP

Job 130081.00 102271.00

d) For regional scheme more than 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 320773.00

e) For regional scheme more than 3

villages trial period shall be one year with

raw water pumping with pumps, raw water

pumping main, leading main, ESR, BPT

and distribution system, etc. (For one

year) without WTP

Job 264105.00 207643.00

f) Add for every additional villages or part

thereof

Mth. 5996.00 3941.00

g) Add for every additional pumping station Mth. 9867.00 9076.00


(Section - L, Trial Run) Page No. 190

Section - M

Type Designs

Page No. 191

Page No. 192

Page No. 193

Page No. 194

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maharashtra ssr

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