maharashtra jeevan pradhikaran dsr 1213

8/13/2019 Maharashtra Jeevan Pradhikaran Dsr 1213

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MAHARASHTRA JEEVAN PRADHIKARAN

( Government of Maharashtra Undertaking )

SCHEDULE OF RATES

FOR THE YEAR 2012 - 2013 ( Effective from 24th December 2012 )

APPLICABLE FOR PUNE REGION

MAHARASHTRA JEEVAN PRADHIKARAN WORKS

Approved by the Chief Engineer - Water Management, Maharashtra Jeevan Pradhikaran,Thane’s Letter No. C.E. ( W. M. ) / TB-3 / CR46(C) / 3774 dated 31 / 12 / 2012.

COUNTERSIGNED FOR THE YEAR 2012 - 2013

Sd/-

CHIEF ENGINEER ( W.M. )Maharashtra Jeevan Pradhikaran, Thane.



I N D E X

Section Name of Section Page Nos.

No. From To

List of Hilly Area 1 6

General Notes 7 10

A Materials 11 12

B Labour & Machinery 13 14

C Transportation 15 32

D Cement Consumption 33 34

E Excavation 35 40

F Iron and Structural Steel Work 41 42

G Plain & Reinforced Cement Concrete, Ready Mix Concrete 43 52

H Miscellaneous 53 58

I Pipes {Detail Index below } 59 204

J (I) Treatment Plant ( WTP & STP ) 205 222

(II) Moving Media Bio Reactor Technology 223 240

K (I) RCC GSRs & Sumps 241 244

(II) RCC ESRs 245 250

(III) Ancillary Items for Reservoirs 251 254

L Chambers, Manholes & Drainage Drops 255 264

M Well Sinking & River Infiltration Works 265 270

N Trial Run 271 272O Type Designs 273 294

DETAIL INDEX FOR I SECTION ( PIPES )

Section Name of Sub-Section Page Nos.

I From To

( I ) C.I. / D. I. Pipes 59 68

( II ) A.C. Pipes 69 72

( III ) P.V.C. Pipes 73 78

( IV ) G.I. Pipes 79 82

( V ) Stoneware Pipes 83 84

( VI ) R.C.C. Pipes 85 90

( VII ) P.S.C. Pipes 91 98

( VIII ) B.W.S.C. Pipes 99 104

( IX ) G.R.P. / F.R.P. Pipes 105 112

Section Name of Sub-Section Page Nos.

I From To

( X ) H.D.P.E. Pipes 113 118

( XI ) M.D.P.E. Pipes 119 128

( XII ) P.C.C. Pipes 129 136

( XIII ) Pipe Appurtenances 137 154

( XIV ) Mechanical Joints / Fittings 155 162

( XV ) M.S. Pipes 163 184

( XVI ) Fabrication of M.S. Pipes &Specials

185 190

( XVII ) M.S. Pipe Laying 191 204



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21. Iw bVm~mX 1) dS>Jm§ d 2) nmS>ir 3) {eamoi ~w ÐþH 4) gmdaIo S>m 5) bmoYr 6) ~mo S>H 7) IwbVm~mX 8) Ym_UJm§ d 9) AãXwbmny a 10) {ZaJwS>r ~wÐþ H 11) qnnar 12) O_mbdmS>r 13) åh¡g_mi 14) {eag_mi 15) Q>mH ir Iw X© 16) AmIVdmS> 17) do éi 18) _§ Ìmny a 19) Iw bVm~mX 20) gamB© 21) ~Xbm~mB© 22) Z§Xw~mX 23) _mngmim 24) agy bny a 25) e§ H any admS>r 26) gm~wIoS>m 27) {IS>u 28) gmo ZIoS>m 29) Q>Or 30) bm_ZJm§ d 31) Imo Vo Zmny a 32) {da_Jm§d

na^Ur

22. {h§ Jmo br

1) Zagr 2) bmo hJm§ d 3) go dbr 4) qnnir 5) ~moaim 6) OiJm§ d 7) eo boJm§ d 8) gmoZoJm§ d 9) qnnaIo S> 10) Xo dim 11) AZmnZdmS>r

12) ggw imny a 13) _mWm 14) _y {V© Omny a 15) Ho haqnnar 16) {gÕo œa 17) {XKw i 18) QwS>MZm 19) ~S>Mw Zm 20) Amo T>m 21) hZw_mZXar 22) {edH ma 23) Om_bm 24) Om_XZ 25) ~¡Omny a 26) I§~mim 27) \ mgo bo 28) V~brJìhmU 29) _m§S>oJmmd 30) amI31) Om_ar IwX© 32) nm§Jar 33) ~moamim 34) Zm§ Xwam 35) H S>dr 36) Am_ZIoS> 37) ~« ÷nw ar 38) IiJm§d 39) Om_gZ 40) nmaS>r41) IiJm§ d 42) [aYmo g 43) VoOJm§ d 44) H mo i§ ~ 45) gwH br ~w ÐþH 46) gwH br 47) qeXoni 48) YZJadmS>r 49) g~iIo S>50) ~m^wiJm§d 51) Jmo aoJm§ d 52) nm| S>rIw X© 53) ~« ÷UdmS>r 54) qnnar nmW~i 55) ~mo aIo S> 56) EH§ dm 57) I§S>mim 58) qMMmo ir59) ~obam 60) AmS>Jm§d 61) Xo dR>mU 62) H mioJm§ d 63) H bmo IoS> 64) H nMwbr 65) MmQ>moZm 66) XodR>mU

23. H i_Zyar 1) Io S> 2) YmZmny a 3) Ymo Ìm 4) A_aImo Om 5) {eag Iw X© 6) {eag ~wÐþ H 7) {S>J« g dmnr 8) qnnar 9) gm§ S>g 10) aoQ>H a 11) damS>r12) IS>H V ~w ÐþH 13) IS>H g IwX© 14) _§Xmar 15) JmaIo S> 16) _har IwX© 17) IS>Ho V 18) ~¡O 19) Xw Yo ar 20) qMMmo ir21) ImoS>Vbm 22) no S>Jm§d 23) S>m| Jr 24) Zm§ Xwam 25) ~mo bmnw ar 26) VioJm§ d 27) Omdm 28) {_go ~w Ðþ H 29) H mng 30) {enJr 31) _midmS>r 32) XmS>oJm§d 33) _mo VrMmoa 34) {dÇ>bdmS>r 35) qnnar CX© 36) H mZo Jm§d 37) \ mQ>Zm 38) Xm^mS>r 39) nw §Mm 40) _moaJm§ d



GENERAL NOTES 7

MAHARASHTRA JEEVAN PRADHIKARAN PUNE REGION

SCHEDULE OF RATES FOR THE YEAR 2012-2013

GENERAL NOTES

1 These rates are applicable to all MJP works in the PUNE REGION with effect from 24/12/2012.

2 Item of excavation is inclusive of normal manual dewatering; however, separate item fordewatering shall be proposed in the estimate where underground water is anticipated insignificant magnitude.

3 The rates of excavation for O&M works where limited working space is available and work isrequired to be carried out on emergency basis, should be adopted as per the actual rateanalysis which shall be approved by concerned S.E. for that particular work only.

4 Rates for all items are inclusive of all taxes levied by Central, State Govt. or local bodies.Labour rates are inclusive of EPF (12.5%). These rates are applicable only for tendered worksand should be reduced by 12.5% of labour part when works are to be carried out on piecemealworks and other small works without tendering.

Note : As per Govt. notification No. 25/2012 / service tax dtd. 20 June 2012 point No. 12-E Service Taxis exempted for pipeline, conduit or plant for (i) water supply, (ii) water treatment or (iii) seweragetreatment or disposal. Hence service tax is not considered in rate analysis.

5 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 forthese materials shall be done while estimation.

6 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. shallbe adopted from the Current Schedule of Rates of PWD or Irrigation Department in respectiveareas. For bore wells, CSR of GSDA shall be followed. Increase in percentage over normalSchedule of Rates will also be as per norms of respective CSR.

7 For mechanical and electrical items related to water supply and sewerage schemes, CSR for2012-13 prepared by Superintending Engineer (Mechanical), Maharashtra Jeevan Pradhikaranshall be adopted.

8 Following increase in % over normal Schedule of Rates of MJP for 2012-2013 will beapplicable (Ref. PWD GR No. DSR/1091/CR-6577/Planning-3, dated 08/07/2003) –

Area % Increase

a Works in Corporation area 5%

b Works in Municipal areas 2%c Works in tribal area / hilly and inaccessible areas 10%

d Sugarcane area 5%

e Prison / Jail area 15%

f Defence area 20%

g Excavation for pipeline work along National Highway 10%

h Excavation for distribution system pipe lines, sewerage system in towns 10%



8 GENERAL NOTES

9 In any case, more than one percent increase on basic rates becomes admissible, instead ofadding both, the higher percentage only be taken. (e.g. if any Municipal Council falls in hillyarea, then additional percentage in rates will be only 10% and not 2%+10 %). This additionalpercentage is only on completed item of work and not applicable to items of providing ofmaterials like steel, pipes, valves, specials, etc.

10 For hilly and inaccessible areas / tribal areas approved by Government, Planning Department's

Circular Nos. (1) 1089/CR-66/Plan-19, dt.23/11/1990 and (2) 1094/P-36/K-1455 dt.02/09/1994,shall be followed (refer pages 347 onwards); in addition to amendment notified by the PlanningDeptt. from time to time.

11 For Action Plan Notified Area, Government's Circular in force from time to time shall befollowed.

12 Whenever basic rates of completed items are increased by percentage given at Sr. No.8, theissue rates of materials to be supplied by the Department (if any) for these items shall beincreased by same percentage.

13 This Schedule of Rates is based on following basic rates for important materials -

Material Rate in Rs. Per MT

a Cement 6200/-

b Mild Steel 48000/-

c Tor Steel / CTD bars 48500/-

d Structural Steel 51000/-

e Corrosion Resistant Steel (Fe 500) 48300/-

f M.S. Plate 49000/-

14 Details of standard cement consumption and standard weight of various pipes are incorporatedin this CSR.

15 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 chargesand transportation of materials upto divisional stores / site and stacking.

16 Cost of carting of pipes and valves from departmental stores to site of work is not considered inrate analysis; hence, this item must be incorporated in each scheme. While inviting tenders, ifsupply is from departmental stores, then this item shall appear in the tender, and if the supply isby contractor, then this item shall not appear in the tender, eventhough same is provided insanctioned scheme, because the contractor is supposed to bring the pipes and valves directlyat site.

17 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 hydraulictesting is given. Re-excavation required if any, during testing, shall be done by the contractor at

his own cost.

18 10% of cost of items of water retaining structures, such as GSR/ESR/MBR shall be retained tillsatisfactory hydraulic testing is given as per IS code.

19 10% of cost of total sub-work of pipeline work shall be retained till satisfactory hydraulic testingis given as per IS code.

20 In case of supply of pipes / valves etc. by contractor, only 85% payment shall be released aftersupply and 15% after satisfactory hydraulic testing.

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



GENERAL NOTES 9

22 Provision for octroi charges for pipes, specials and valves is not considered in the CSR 2012-2013. Provision of 4% of cost of pipes, specials and valves to be used in corporation area shallbe made while framing the estimate for works included in corporation limit. Octroi charges shallbe reimbursed to contractor on production of receipt for payment for materials actually to beused in corporation area, if there is specific provision to that effect in the contract.

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

obtained.24 For Dams, Balancing Tanks, Aerated Lagoons and similar structures, the rates for film

membranes as per prevailing rates for Irrigation Department will be followed.

25 Capacity of ESR / GSR to be constructed shall be rounded to nearest 1000 litres always onhigher side i.e. if required capacity is 1,23,570 litres, it shall be rounded to 1,24,000 litres.Similarly, if required capacity is 8,26,070 litres, it shall be rounded to 8,27,000 litres.

26 Capacity of Unconventional / Conventional Treatment Plants shall be rounded to nearest 0.5Mld - 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.

27 Provision for insurance @1% is considered in Rate Analysis of CSR 2012-13. These rates areapplicable only for tendered works and should be reduced by 1% of total rate when works areto be carried out on piecemeal works and other small works without tendering.

28 Rates given in this CSR are for estimation purpose only.

29 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 MJP.

30 Mechanical CSR rates for respective items shall be followed while estimation and the list ofapproved makes shall be given in the item.

31 As per Govt. Circular No. 859/50/2002-CX dtd. 6/9/2002, Notification No. 6/2006-Central Excisedtd. 1/3/2006, Notification No. 6/2007-Central Excise dtd. 1/3/2007 and Notification No.26/2009-Central Excise dtd. 4/12/2009 –

a All items of machinery, including instruments, apparatus & appliances, auxiliaryequipments & their components/ parts required for setting of water treatment plant;

b Pipes needed for delivery of water from its source to the plant (including the cleartreated water reservoir, if any, thereof) and from there to the first storage point;

c Pipes of outer diameter exceeding 100 mm, when such pipes are integral part of thewater supply project; are exempted from excise duty. However, necessary certificatefrom Project Authority i.e. District Collector / Dy. Commissioner shall be obtained.

32 The Royalty Charges are considered in the rate analysis of CSR 2012-13 as per Govt.Resolution No. Rev & Forest Dept. Gaukhani 10 / 1009 / Pra.Kra. 309 / Kha. Mantralaya dtd.11/02/2010.

33 As per Govt. Circular No. DSR-1090/CR-6453/PLN-3 dtd. 14/07/1993, 1% for labour amenitiesis not considered in the DSR except concrete item while arriving the rates.

34 As per Govt. in industries and power G.R. No. BCA-2009/CR-108/Labour 7-A dtd. 17/06/2010,1% cess on labour welfare is not considered in the DSR while arriving the rates.



Sr.No.

Description Unit Rate (Rs.)2012-13

Rate (Rs.)2013-14

SECTION - A : MATERIAL 11

MATERIALS

1 Acetylene gas No 506.00

2 Alum Grade-I ( ex-factory ) MT 8000.00

3 Binding wire Kg 57.00

4 Black enamel paint ( anti-corrosive ) Lit 193.005 Bricks No 6.90

6 Bullies, struts ( 125 mm dia 1.5 M long ) RMT 194.00

7 C.C.T.W. planks ( 3" x 6" ) Cum 7400.00

8 Cement ( bags ) Bags 310.00

9 Cement ( MT ) MT 6200.00

10 Cement sulpher resistant MT 6840.00

11 Charcoal Kg 33.00

12 Corrosion resistant steel MT 48300.00

13 Diesel Lit 51.75

14 Epoxy paint Kg 435.00

15 Fuse No 25.00

16 Gun powder Kg 132.00

17 Liquid chlorine ( 100 Kg. Dept. container ) No --

18 Liquid chlorine ( 100 Kg. Supplier container ) No --

19 Liquid chlorine ( 900 Kg. Dept. container ) No 16000.00

20 Lubricant oil Lit 230.00

21 M.S. angle ( 50 mm x 50 mm x 6 mm ) Kg 48.3022 M.S. bars MT 48000.00

23 M.S. bars ( in Kgs. ) Kg 48.00

24 M.S. flats ( 40 mm x 3 mm ) Kg 48.30

25 M.S. plate Kg 49.00

26 Mild steel grill ready Kg 70.00

27 Mild steel grill railing MT 70.00

28 Mobile oil Lit 230.00

29 Murum Cum 340.00

30 Nails Kg 74.00

31 Nut bolts Kg 90.00

32 Oxygen gas ( refill ) Cylndr 345.00

33 Poling boards Cum 20000.00

34 Quarry spalls Cum 200.00

35 R.S. joists, channels, etc. MT 51000.00

36 Rapid sand gravity filter media at source ( Godhra sand ) Cum 1265.00



Sr.No.


Rate (Rs.)2013-14

12 SECTION - A : MATERIAL

37 Rapid sand gravity filter gravel at source ( Godhra ) Cum 1265.00

38 Ready mixed lead / zinc paint Lit 231.00

39 Ready mixed oil paint Lit 231.00

40 Ready mixed primer for steel Lit 165.00

41 Rubber gasket ( 6 mm thick ) Kg 99.0042 Sand Cum 1150.00

43 Godra sand for mortar lining work @ source Cum 1265.00

44 Spun yarn Kg 88.00

45 Stone aggregate – 10 mm Cum 900.00



48 Stone at quarry Cum 405.00

49 Structural steel MT 5100.00

50 TCL ( bleaching powder ) Grade - I ( 5 kg pack ) Kg 25.00



53 Teak wood Cum 69200.00

54 Tor steel MT 48500.00

55 Walling ( 100 mm x 100 mm ) Cum 16500.00

56 Welding rod having weight 5.25 kg Box 1450.00

57 Welding rod having weight 5.25 kg - 4.0 M Box --

58 White cement Kg 33.0059 White lead Kg 150.00

60 Wire Kg 71.00

61 Plywood commercial ( 12 mm thk. Waterproof for centering ) Sqm 720.00

(Taken in analysis for RCC items only)



Sr.No.


Rate (Rs.)2013-14

SECTION - B : LABOUR & MACHINERY 13

LABOUR

1 Assistant fitter No 352.00

2 Bandhani No 351.00

3 Bhisti with pakahal No 267.00

4 Blacksmith ( IInd class ) No 303.005 Breaker No 339.00

6 Carpenter ( Ist class ) No 399.00

7 Carpenter ( IInd class ) No 363.00

8 Chiseller No 339.00

9 Excavator No 303.00

10 Fitter ( Ist class ) No 399.00

11 Glazier No 303.00

12 Helper No 267.00

13 Hole driller No 339.00

14 Mason ( Ist class ) No 436.00

15 Mason ( IInd class ) No 399.00

16 Mazdoor ( female ) No 267.00

17 Mazdoor ( heavy ) No 303.00

18 Mazdoor ( light ) No 267.00

19 Mazdoor ( male ) No 267.00

20 Mistri No 363.00

21 Mukadam No 363.0022 Painter ( for colouring ) No 333.00

23 Painter No 351.00

24 Polisher No 333.00

25 Pump driver No 339.00

26 Stone cutter or dresser No 399.00

27 Tile layer No 399.00

28 Welder No 399.00

29 Welder for pipeline No 399.00

30 Whitewasher No 333.00

31 Tile turner No 363.00

32 L.M.V. driver No 339.00

33 Electrician No 339.00



Sr.No.


Rate (Rs.)2013-14

14 SECTION - B : LABOUR & MACHINERY

MACHINERY

1 Rent for chain pulley block with tripod Day 510.00

2 Rent for pump including operator & excluding fuel HP/Day 190.00

3 Rent for mechanical mixer with fuel and crew Day 2600.00

4 Rent for vibrator with fuel and crew Day 850.005 Plate bender Day 850.00

6 Rent for welding set with electric set Day 1100.00

7 Rent for welding set with generator Day 2400.00

8 Rent for compressor with fuel Day 2100.00

9 Rent for concrete breaker and compressor Day 2350.00

10 Rent for poclain Hr 2100.00

11 Rent for crane Hr 1200.00

12 Rent for JCB Hr 1100.00

13 Truck hire charges upto 20 km Day 2600.00

14 Truck hire charges for 20 km to 50 km Day 2300.00

15 Truck hire charges for 50 km and above Day 2050.00

NEW ITEMS

16 Pipe cutter with operator Day 1250.00

17 Desludging / Desilting mud pump with operator Day 2400.00

18 Jeep hire charges with driver ( upto 300 km ) & fuel Day 3000.00



SECTION - C : TRANSPORTATION 15

STATEMENT – I

Rate (Rs.)2012-13

Sr.No.

Item of Work Unit Collecting therailway receipt

etc. & unloadingthe consignment

from railwaywagon &keeping

on railwayplatform

Consignmentbooked in

Lifting thematerials from

railwayplatform,

loadinginto truck

Loading thematerial intotruck from

Departmental

stores orsite of work.

Unloading thematerial fromtruck including

stacking in

Departmentalstores or siteof work.

1 2 3 4 5 6 7

(A) MANUAL HANDLING( Weight upto and including300 kg)

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

including 200 mm dia pipes ofany length

MT 233.00 285.00 75.00 75.00

2 R.C.C. pipes of all classesupto and including 350 mmdia

MT 233.00 285.00 75.00 75.00

3 A.C. pipes of all classes anddia.

MT 123.00 174.00 44.00 44.00

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

MT 123.00 174.00 44.00 44.00

5 All other materials such asC.I. specials of individualweight upto 300 kg.

MT 233.00 285.00 75.00 75.00

6 Mild steel / Tor steel / R.S.J. MT 147.00 199.00 112.00 112.00

7 Cement / Bleaching powder / Alum

MT 71.00 108.00 57.00 57.00

(B) CRANE HANDLING(Materials having individualweight above 300 kg)

1 C.I./ D.I./ B.W.S.C./ M.S./R.C.C. pipes of all classeshaving individual weight morethan 300 kg. and also otherheavy materials, valves,

machinery having individualweight more than 300 kg.

MT 165.00 210.00 150.00 150.00

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' tenderwill 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 suchcases, rate of Mathadi Kamgar shall not be applicable for carting and normal loading, unloading, carting shall beallowed.



SECTION - C : TRANSPORTATION

Lead inkm

L

Av.Speed

S

No. ofTrips

(N)= 8/((2L/S)

+1)

Km.Done(2NL+6)

Litres ofdiesel

consumed

cost ofdiesel

@

per lit

Litres ofmobil oil

consumed

cost ofM.Oil @

per lit

cost of 6mazdoor

@320.705/

day

Hirechargesof truckRs. Per

day

Total cost(6+8+9+10)

1 2 3 4 5 6 7 8 9 10 11

50 30 1.85 191.00 63.67 3294.92 1.364 313.72 0 2300 5908.64 55 30 1.71 194.10 64.70 3348.23 1.386 318.78 0 2050 5717.01

65 30 1.50 201.00 67.00 3467.25 1.436 330.28 0 2050 5847.53

75 30 1.33 205.50 68.50 3544.88 1.468 337.64 0 2050 5932.52

85 30 1.20 210.00 70.00 3622.50 1.500 345.00 0 2050 6017.50

95 40 1.39 270.10 90.03 4659.05 1.929 443.67 0 2050 7152.72

105 40 1.28 274.80 91.60 4740.30 1.963 451.49 0 2050 7241.79

130 40 1.07 284.20 94.73 4902.28 2.030 466.90 0 2050 7419.18

155 40 0.91 288.10 96.03 4969.55 2.058 473.34 0 2050 7492.89

180 40 0.80 294.00 98.00 5071.50 2.100 483.00 0 2050 7604.50

230 40 0.64 300.40 100.13 5181.73 2.146 493.58 0 2050 7725.31

280 45 0.60 342.00 114.00 5899.50 2.443 561.89 0 2050 8511.39

400 45 0.43 350.00 116.67 6037.67 2.500 575.00 0 2050 8662.67

520 45 0.33 349.20 116.40 6023.70 2.494 573.62 0 2050 8647.32

640 45 0.27 351.60 117.20 6065.10 2.511 577.53 0 2050 8692.63

760 45 0.23 355.60 118.53 6133.93 2.540 584.20 0 2050 8768.13

880 45 0.20 358.00 119.33 6175.33 2.557 588.11 0 2050 8813.44

1000 45 0.18 366.00 122.00 6313.50 2.614 601.22 0 2050 8964.72

1120 45 0.16 364.40 121.47 6286.07 2.603 598.69 0 2050 8934.76



20 SECTION - C : TRANSPORTATION

STATEMENT – IV

INCLUDING LOADING, UNLOADING AND STACKING

Lead in km Cost per trip Cement

pay load 9.00 MT

Steel

pay load 9.00 MT

Bulk Asphalt inBouzer

pay load 4.50 MT

M.S. Bar

9.0 MT

Sand

5.75 cum

1 2 3 4 5 6 7

0.5 718.70 79.86 79.86 159.71 79.86 124.991 777.76 86.42 86.42 172.84 86.42 135.26

1.5 835.53 92.84 92.84 185.67 92.84 145.31

2 890.92 98.99 98.99 197.98 98.99 154.94

2.5 948.14 105.35 105.35 210.70 105.35 164.89

3 1002.95 105.35 105.35 222.88 105.35 174.43

3.5 1057.38 117.49 117.49 234.97 117.49 183.89

4 1111.05 123.45 123.45 246.90 123.45 193.23

4.5 1163.60 129.29 129.29 258.58 129.29 202.37

5 1216.41 135.16 135.16 270.31 135.16 211.55

6 1322.01 146.89 146.89 293.78 146.89 229.91

7 1426.38 158.49 158.49 316.97 158.49 248.07

8 1533.03 170.34 170.34 340.67 170.34 266.61

9 1629.35 181.04 181.04 362.08 181.04 283.37

10 1724.29 191.59 191.59 383.18 191.59 299.8815 2061.51 229.06 229.06 458.11 229.06 358.52

20 2530.86 281.21 281.21 562.41 281.21 440.15

25 2875.95 319.55 319.55 639.10 319.55 500.17

30 3333.94 370.44 370.44 740.88 370.44 579.82

35 3498.29 388.70 388.70 777.40 388.70 608.40

40 3912.29 434.70 434.70 889.40 434.70 680.40

45 4322.68 480.30 480.30 960.60 480.30 751.77

50 4729.34 525.48 525.48 1050.96 525.48 822.49

60 5387.23 598.58 598.58 1197.16 598.58 936.91

70 6192.84 688.09 688.09 1376.19 688.09 1077.02

80 6799.35 777.71 777.71 1555.41 777.71 1217.28

90 7801.82 866.87 866.87 1733.74 866.87 1356.84

100 7637.40 848.60 848.60 1697.20 848.60 1328.24

125 9404.28 1044.92 1044.92 2089.84 1044.92 1635.53150 11015.98 1224.00 1224.00 2448.00 1224.00 1915.82

175 12425.87 1380.65 1380.65 2761.30 1380.65 2161.02

200 13822.37 1535.82 1535.82 3071.64 1535.82 2403.89

250 16673.92 1852.66 1852.66 3705.32 1852.66 2899.81

300 18968.57 2107.62 2107.62 4215.24 2107.62 3298.88

420 25510.98 2834.55 2834.55 5669.11 2834.55 4436.69

540 32130.69 3570.08 3570.08 7140.15 3570.08 5587.95

660 38834.62 4314.96 4314.96 8629.92 4314.96 6753.85

780 45486.41 5054.05 5054.05 10108.09 5054.05 7910.68

900 51555.75 5758.42 5758.42 11456.83 5758.42 8966.22

1020 58643.53 6515.95 6515.95 13031.90 6515.95 10198.87

1140 65498.20 7277.58 7277.58 14555.16 7277.58 11390.99




STATEMENT – V

EXCLUDING LOADING, UNLOADING AND STACKING

Lead in km Cost per trip Cementpay load 9.00 MT

Steelpay load 9.00 MT

Bulk Asphalt inBouzer

pay load 4.50 MT

1 2 3 4 5

0.5 418.73 46.53 46.53 93.05

1 461.34 51.26 51.26 102.521.5 503.22 55.91 55.91 111.83

2 543.73 60.41 60.41 120.83

2.5 585.27 65.03 65.03 130.06

3 625.47 65.03 65.03 130.06

3.5 665.43 73.94 73.94 147.87

4 704.96 78.33 78.33 156.66

4.5 743.87 82.65 82.65 165.30

5 782.93 86.99 86.99 173.98

6 861.00 95.67 95.67 191.33

7 938.36 104.26 104.26 208.52

8 1017.03 113.00 113.00 226.01

9 1089.83 121.09 121.09 242.18

10 1161.85 129.09 129.09 258.19

15 1443.45 160.38 160.38 320.7720 1800.42 200.05 200.05 400.09

25 2033.34 225.93 225.93 451.85

30 2376.59 264.07 264.07 528.13

35 2560.89 284.54 284.54 569.09

40 2880.28 320.03 320.03 640.06

45 3197.80 355.31 355.31 710.62

50 3513.24 390.36 390.36 780.72

55 3677.61 408.62 408.62 817.25

65 4288.19 476.47 476.47 952.93

75 4906.59 545.18 545.18 1090.35

85 5516.04 612.89 612.89 1225.79

95 5660.42 628.94 628.94 1257.87

105 6223.41 691.49 691.49 1382.98

130 7627.20 847.47 847.47 1694.93155 9057.34 1006.37 1006.37 2012.74

180 10456.19 1161.80 1161.80 2323.60

230 13277.88 1475.32 1475.32 2950.64

280 15604.22 1733.80 1733.80 3467.60

400 22160.33 2462.26 2462.26 4924.52

520 28824.39 3202.71 3202.71 6405.42

640 35414.41 3934.93 3934.93 7869.87

760 41934.52 4659.39 4659.39 9318.78

880 48473.90 5385.99 5385.99 10771.98

1000 54784.39 6087.15 6087.15 12174.31

1120 61426.50 6825.17 6825.17 13650.33



22 SEC

STATEMENT – VI


Lead in Kms(L)

Cost / trip Lime murumbuildingrubbish

Earth Manure orsludge

Excavatedrock

Sand stoneaggregate40 mm &

below

Aggregate40 mm &

above

Solin

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

Unit per Cum per Cum per Cum per Cum per Cum per Cum per

1 2 3 4 5 6 7 8

0.5 718.70 119.78 149.72 130.20 239.57 124.99 130.67

1 777.76 129.63 162.03 140.90 259.25 135.26 141.41

1.5 835.53 139.26 174.07 151.36 278.51 145.31 151.91

2 890.92 148.49 185.61 161.40 296.97 154.94 161.99

2.5 948.14 158.02 197.53 171.76 316.05 164.89 172.39

3 1002.95 167.16 208.95 181.69 334.32 174.43 182.35

3.5 1057.38 176.23 220.29 191.55 352.46 183.89 192.25

4 1111.05 185.58 231.47 201.28 370.35 193.23 202.01

4.5 1163.60 193.93 242.42 210.80 387.87 202.37 211.56

5 1216.41 202.74 253.42 220.36 405.47 211.55 221.17

6 1322.01 220.34 275.42 239.49 440.67 229.91 240.37

7 1426.38 237.73 297.16 258.40 475.46 248.07 259.34

8 1533.03 255.51 319.38 277.72 511.01 266.61 278.73

9 1629.35 271.56 339.45 295.17 543.12 283.37 296.25

10 1724.29 287.38 359.23 312.37 574.76 299.88 213.51

15 2061.51 343.59 429.48 373.46 687.17 358.52 374.82

20 2530.86 421.81 527.26 458.49 843.62 440.15 460.16

25 2875.95 479.33 599.16 521.01 958.65 500.17 522.99

30 3333.94 555.66 694.57 603.97 1111.31 579.82 606.17

35 3498.29 583.05 728.81 633.75 1166.10 608.80 636.05

40 3912.29 652.05 815.06 708.75 1304.10 680.40 711.33

45 4322.68 720.45 900.56 783.09 1440.89 751.77 785.94




Lead in Kms(L)

Cost / trip Lime murumbuildingrubbish

Earth Manure orsludge

Excavatedrock

Sand stoneaggregate40 mm &

below

Aggregate40 mm &

above

Solin

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

Unit per Cum per Cum per Cum per Cum per Cum per Cum per

1 2 3 4 5 6 7 8

50 4729.34 788.22 985.28 856.76 1576.45 822.49 859.88 1

60 5387.23 897.87 1122.34 975.95 1795.74 936.91 979.50 1

70 6192.84 1032.14 1290.18 1121.89 2064.28 1077.02 1125.97 1

80 6799.35 1166.56 1458.20 1268.00 2333.12 1217.28 1272.61 1

90 7801.82 1300.30 1625.38 1413.37 2600.61 1356.84 1418.51 1

100 7637.40 1272.90 1591.13 1383.59 2545.80 1328.24 1388.62 1

125 9404.28 1567.38 1959.23 1703.67 3134.76 1635.53 1709.87 2

150 11015.98 1836.00 2295.00 1995.65 3671.99 1915.82 2002.91 2

175 12425.87 2070.98 2588.72 2251.06 4141.96 2161.02 2259.25 2

200 13822.37 2303.73 2879.66 2504.05 4607.46 2403.89 2513.16 2

250 16673.92 2778.99 3473.73 3020.64 5557.97 2899.81 3031.62 3

300 18968.57 3161.43 3951.79 3436.34 6322.86 3298.88 3448.83 4

420 25510.98 4251.83 5314.79 4621.55 8503.66 4436.69 4638.36 5

540 32130.69 5355.12 6693.89 5820.78 10710.23 5587.95 5841.94 6

660 38834.62 6472.44 8090.55 7035.26 12944.87 6753.85 7060.84 8

780 45486.41 7581.07 9476.34 8240.29 15162.14 7910.68 8270.26 9

900 51555.75 8592.63 10740.78 9339.81 17185.25 8966.22 9373.77 10

1020 58643.53 9773.92 12217.40 10623.83 19547.84 10198.87 10662.46 12

1140 65498.20 10916.37 13645.46 11865.62 21832.73 11390.99 11908.76 13



24 SEC

STATEMENT – VII


Lead in km Cost / trip Cementstone block,GI CI CC ACPipes below120 mm dia

Tar bitumen Asphalt

roofing felt &Flooring

Asphalt etc.

Steam coal Mattingthatchingbambu

ceiling boardrubber PVCpipes fittings

Sheet &plate glassin packsPaints &

Distempers AC Sheets &

fittings ironfittings andiron sheets

Bricksmodularbricks &

Traditionalbricks

TileroundRoofi

cemfloorin

Pay load 7.0 Mt 4.5 MT 5.5 MT 3.0 MT 7.0 MT 3500 Nos. 3200

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

per N

1 2 3 4 5 6 7 8 9

0.5 718.70 102.67 159.71 130.67 239.57 102.67 205.34

1 777.76 111.11 172.84 141.41 259.25 111.11 222.22

1.5 835.53 119.36 185.67 151.91 278.51 119.36 238.72

2 890.92 127.27 197.98 161.99 296.97 127.27 254.55

2.5 948.14 135.45 210.70 172.39 316.05 135.45 270.90

3 1002.95 143.28 222.88 182.35 334.32 143.28 286.56 3.5 1057.38 151.05 234.97 192.25 352.46 151.05 302.11

4 1111.05 158.72 246.90 202.01 370.35 158.72 317.44

4.5 1163.60 166.23 258.58 211.56 387.87 166.23 332.46

5 1216.41 173.77 270.31 221.17 405.47 173.77 347.55

6 1322.01 188.86 293.78 240.37 440.67 188.86 377.72

7 1426.38 203.77 316.97 259.34 475.46 203.77 407.54

8 1533.03 219.00 340.67 278.73 511.01 219.00 438.01

9 1629.35 232.76 362.08 296.25 543.12 232.76 465.53

10 1724.29 246.33 383.18 313.51 574.76 246.33 492.65

15 2061.51 294.50 458.11 374.82 687.17 294.50 589.00

20 2530.86 361.55 562.41 460.16 843.62 361.55 723.10 25 2875.95 410.85 639.10 522.90 958.65 410.85 821.70

30 3333.94 476.28 740.88 606.17 1111.31 476.28 952.55 1

35 3498.29 499.76 777.40 636.05 1166.10 499.76 999.51 1

40 3912.29 558.90 889.40 711.33 1304.10 558.90 1117.80 1

45 4322.68 617.53 960.60 785.94 1440.89 617.53 1235.05 1




Lead in km Cost / trip Cementstone block,GI CI CC ACPipes below120 mm dia

Tar bitumen Asphalt

roofing felt &Flooring

Asphalt etc.

Steam coal Mattingthatchingbambu

ceiling boardrubber PVCpipes fittings

Sheet &plate glassin packsPaints &

Distempers AC Sheets &

fittings ironfittings andiron sheets

Bricksmodularbricks &

Traditionalbricks

TileroundRoofi

cemfloorin

Pay load 7.0 Mt 4.5 MT 5.5 MT 3.0 MT 7.0 MT 3500 No. 320

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

per N

1 2 3 4 5 6 7 8 9

50 4729.34 675.62 1050.96 859.88 1576.45 675.62 1351.24 1

60 5387.23 769.60 1197.16 979.50 1795.74 769.60 1539.21 1

70 6192.84 884.69 1376.19 1125.97 2064.28 884.69 1769.38 1

80 6799.35 999.91 1555.41 1272.61 2333.12 999.91 1999.81 2

90 7801.82 1114.55 1733.74 1418.51 2600.61 1114.55 2229.09 2

100 7637.40 1091.06 1697.20 1388.62 2545.80 1091.06 2182.11 2

125 9404.28 1343.47 2089.84 1709.87 3134.76 1343.47 2686.94 2

150 11015.98 1573.71 2448.00 2002.91 3671.99 1573.71 3147.42 3

175 12425.87 1775.12 2761.30 2259.25 4141.96 1775.12 3550.25 3

200 13822.37 1974.62 3071.64 2513.16 4607.46 1974.62 3949.25 4

250 16673.92 2381.99 3705.32 3031.62 5557.97 2381.99 4763.98 5

300 18968.57 2709.80 4215.24 3448.83 6322.86 2709.80 5419.59 5

420 25510.98 3644.43 5669.11 4638.36 8503.66 3644.43 7288.85 7

540 32130.69 4590.10 7140.15 5841.94 10710.23 4590.10 9180.20 10

660 38834.62 5547.80 8629.92 7060.84 12944.87 5547.80 11095.61 12

780 45486.41 6498.06 10108.09 8270.26 15162.14 6498.06 12996.12 14

900 51555.75 7365.11 11456.83 9373.77 17185.25 7365.11 14730.21 16

1020 58643.53 8377.65 13031.90 10662.46 19547.84 8377.65 16755.29 18

1140 65498.20 9356.89 14555.16 11908.76 21832.73 9356.89 18713.77 20




STATEMENT – IX


STONEWARE PIPES

Lead inkm

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 10Unit Per 100 Rmt

0.5 718.70 149.72 299.46 532.37 684.48 855.60 1088.94 1671.40 2661.85

1 777.76 162.03 324.07 576.12 740.72 925.90 1178.42 1808.74 2880.59

1.5 835.53 174.07 348.14 618.91 795.74 994.68 1265.95 1943.09 3094.56

2 890.92 185.61 371.22 659.94 848.50 1060.62 1349.88 2071.91 3299.70

2.5 948.14 197.53 395.06 702.33 902.99 1128.84 1436.58 2204.98 3511.63

3 1002.95 208.95 417.90 742.93 955.19 1193.99 1519.62 2332.44 3714.63

3.5 1057.38 220.29 440.58 783.24 1007.03 1258.79 1602.09 2459.02 3916.22

4 1111.05 231.47 462.94 823.00 1058.14 1322.68 1683.41 2583.84 4115.00

4.5 1163.60 242.42 484.83 861.93 1108.19 1385.24 1763.03 2706.05 4309.63

5 1216.41 253.42 506.84 901.04 1158.49 1448.11 1843.05 2828.86 4505.22

6 1322.01 275.42 550.84 979.27 1259.06 1573.82 2003.05 3074.44 4896.33

7 1426.38 297.16 594.33 1056.58 1358.46 1698.07 2161.18 3317.16 5282.89

8 1533.03 319.38 638.76 1135.58 1460.03 1825.04 2322.77 3565.19 5677.899 1629.35 339.45 678.90 1206.93 1551.76 1939.70 2468.71 3789.19 6034.63

10 1724.29 359.23 718.45 1277.25 1642.18 2052.73 2612.56 4009.98 6386.26

15 2061.51 429.48 858.96 1527.04 1963.34 2454.18 3123.50 4794.21 7635.22

20 2530.86 527.26 1054.53 1874.71 2410.34 3012.93 3834.64 5885.72 9373.56

25 2875.95 599.16 1198.31 2130.33 2739.00 3423.75 4357.50 6688.26 10651.67

30 3333.94 694.57 1389.14 2469.59 3175.18 3968.98 5051.42 7753.35 12347.93

35 3498.29 728.81 1457.62 2591.33 3331.70 4164.63 5300.44 8135.56 12956.63

40 3912.29 815.06 1630.12 2897.99 3725.99 4657.49 5927.71 9098.35 14489.96

45 4322.68 900.56 1801.12 3201.99 4116.84 5146.05 6549.52 10052.74 16009.93

50 4729.34 985.28 1970.56 3503.21 4504.13 5630.17 7165.67 10998.44 17516.07

60 5387.23 1122.34 2244.68 3990.54 5130.70 6413.37 8162.47 12528.44 19952.70

70 6192.84 1290.18 2580.35 4547.29 5897.94 7372.43 9383.09 14401.95 22936.44

80 6799.35 1458.20 2916.40 5184.70 6666.05 8332.56 10605.08 16277.56 25923.52

90 7801.82 1625.38 3250.76 5779.13 7430.30 9287.88 11820.94 18143.77 28895.63100 7637.40 1591.13 3182.25 5657.33 7273.71 9092.14 11571.82 17761.40 28286.67

125 9404.28 1959.23 3918.45 6966.13 8956.46 11195.57 14248.91 21870.42 34830.67

150 11015.98 2295.00 4589.99 8159.99 10491.41 13114.26 16690.88 25618.56 40799.93

175 12425.87 2588.72 5177.45 9204.35 11834.16 14792.70 18827.08 28997.37 46021.74

200 13822.37 2879.66 5759.32 10238.79 13164.16 16455.20 20942.98 32145.05 51193.96

250 16673.92 3473.73 6970.47 12351.05 15879.92 19849.90 25263.52 38776.56 61755.26

300 18968.57 3951.79 7903.57 14050.79 18065.30 22581.63 28740.26 44112.95 70253.96

420 25510.98 5314.79 10629.58 18897.02 24296.17 30370.21 38653.00 59327.86 94485.11

540 32130.69 6693.89 13387.79 23800.51 30600.33 38250.82 48682.46 74722.53119002.5

6

660 38834.62 8090.55 16181.09 28766.39 36985.35 46231.69 58840.33 90313.07143831.9

3

780 45486.41 9476.34 18952.67 33693.64 43320.39 54150.49 68918.80105782.3

5164468.1

9

900 51555.75 10740.78 21481.56 38189.44 49100.71 61375.89 78114.77119897.0

9190947.2

2

1020 58643.53 12217.40 24434.80 43439.65 55850.98 69813.73 88853.83136380.3

0217198.2

6

1140 65498.20 13645.46 27290.92 48517.19 62379.24 77974.05 99239.70152321.4

0242585.9

3




STATEMENT SHOWING STANDARD WEIGHT OF PIPES TO BE FOLLOWED

FOR CARTING OF VARIOUS DIAMETERS AND TYPES OF PIPES

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

Diameter of Pipe in mm Class of Pipes and Its Weight in Kg. per Metre Length

LA A B

80 16.00 17.38 18.46

100 19.82 21.82 23.27

125 25.82 28.18 30.36

150 32.10 35.27 38.00

200 47.09 51.09 55.27

250 63.45 69.09 74.73

300 81.82 89.45 96.91

350 103.09 111.82 121.27

400 125.45 137.09 140.00

450 151.27 166.10 179.27

500 177.09 192.91 208.73

600 236.00 257.64 335.01

700 304.55 335.73 359.45

750 341.09 372.91 404.55

800 381.00 416.00 450.00

900 465.09 507.45 549.80

1000 558.73 610.36 659.64

II) M.S. Pipes

Note : Weight of M.S. Pipes is to be computed by considering density of steel as 7850 Kg./Cum considering thediameter and thickness of plate used for manufacturing of M.S. Pipes.

III) A.C. Pressure Pipes ( IS0-160 )

Diameter of Class of pipes and its weight in Kg. per meter length

Pipe in mm Class - 5 Class – 10 Class - 15 Class - 20

80 6.00 6.20 6.40 6.80

100 7.60 7.70 8.20 10.30

125 9.57 9.80 11.00 13.30

150 11.87 12.20 15.30 19.00

200 15.57 19.30 25.60 32.70

250 19.25 25.20 32.70 41.50

300 24.97 32.30 45.10 58.10

350 39.77 47.52 55.27 71.42

400 49.20 60.20 71.36 93.10

450 56.92 70.27 83.63 111.37

500 72.84 89.54 104.25 136.52

600 102.50 137.32 148.35 193.16




IV) D.I. K-9 PIPES INCLUDING WEIGHT OF MORTAR LINING PER M LENGTH

(1) Barrel Mass as per IS-8329-1994 (2) Socket Mass as per IS-8329-1994 (3) Cement Mortar Lining Wt as per ISO-4179-1985

Nominal Diameter Weight / M Length of D.I. K-9 Pipes of

4 M 5 M 5.50 M 6 M

80 mm wt. of DI pipe / M 13.00 13.00 12.91 12.67

Weight Mortar / M 1.56 1.56 1.56 1.56

Total Weight / M 14.56 14.56 14.47 14.23100 mm wt. of DI pipe / M 16.25 16.00 16.00 15.86

Weight Mortar / M 1.93 1.93 1.93 1.93

Total Weight / M 18.18 17.93 17.93 17.79

125 mm wt. of DI pipe / M 20.50 20.00 20.00 19.83

Weight Mortar / M 2.42 2.42 2.42 2.42

Total Weight / M 22.92 22.42 22.42 22.25

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

Weight Mortar / M 2.90 2.90 2.90 2.90

Total Weight / M 27.65 27.10 27.08 26.90

200 mm wt. of DI pipe / M 33.25 32.60 32.54 32.33

Weight Mortar / M 3.88 3.88 3.88 3.88

Total Weight / M 37.13 36.48 36.42 36.21

250 mm wt. of DI pipe / M 43.75 43.00 42.73 42.50

Weight Mortar / M 4.84 4.84 4.84 4.84

Total Weight / M 48.59 47.84 47.57 47.34

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

Weight Mortar / M 5.80 5.80 5.80 5.80

Total Weight / M 61.30 60.40 59.98 59.63

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

Weight Mortar / M 12.12 12.12 12.12 12.12

Total Weight / M 81.37 80.12 79.57 79.29

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

Weight Mortar / M 13.82 13.82 13.82 13.82

Total Weight / M 96.57 95.22 94.73 94.15

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

Weight Mortar / M 15.53 15.53 15.53 15.53

Total Weight / M 114.28 112.53 111.89 111.36

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

Weight Mortar / M 17.26 17.26 17.26 17.26

Total Weight / M 132.26 130.06 129.26 128.76

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

Weight Mortar / M 20.75 20.75 20.75 20.75

Total Weight / M 172.75 169.73 168.57 167.75

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

Weight Mortar / M 29.45 29.45 29.45 29.45

Total Weight / M 223.20 219.25 217.81 211.15

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

Weight Mortar / M 31.56 31.56 31.56 31.56

Total Weight / M 249.06 244.56 243.01 241.56

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

Weight Mortar / M 33.69 33.69 33.69 33.69Total Weight / M 274.44 269.49 267.51 266.02

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

Weight Mortar / M 37.89 37.89 37.89 37.89

Total Weight / M 330.64 324.09 321.71 319.72

1000 mm wt. of DI pipe / M 349.75 341.60 338.55 336.17

Weight Mortar / M 42.08 42.08 42.08 42.08

Total Weight / M 391.83 383.68 380.63 378.25

Note : These weights are as per the circular issued by Superintending Engineer (HQ) videLt No. MJP / 10 - 2000 / SE (H/Q) / DI / 15 / AMDT / Stores / 255 dt. 26.06.2000




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

Diameter of Class of Pipes and its weight in Kg. per meter length

Pipe in mm 4.00 Kg./Sq.cm. 6.00 Kg./Sq.cm. 10.00 Kg./Sq.cm.

63 0.47 0.67 1.01

75 0.67 0.93 1.44

90 0.92 1.33 2.05

110 1.32 1.89 3.08

140 2.13 3.10 4.99

160 2.78 3.92 6.56

180 3.56 5.07 8.10

200 4.26 7.00 10.20

225 5.48 7.84 12.56

250 6.63 10.19 15.31

280 8.34 12.16 19.80

315 10.55 15.37 25.00

VI) R.C.C. Pipes

Diameter of Class of Pipes and its weight in Kg. per meter length

Pipe in mm P - 1 P – 2 P - 3 NP - 2 NP - 3 NP - 4

100 23.56 23.56 23.56 21.20 21.20 21.20

150 33.00 33.00 33.00 29.40 29.40 29.40

200 42.10 42.10 42.10 37.90 37.90 37.90

250 51.84 63.40 75.18 57.10 67.60 77.20

300 74.64 102.50 117.10 92.25 105.40 119.10

350 92.28 134.30 168.10 120.80 151.30 170.20

400 104.16 169.60 208.10 152.60 187.30 212.40

450 127.92 188.70 235.23 169.90 211.70 240.80

500 141.36 229.90 261.37 206.90 235.23 270.50

600 192.96 305.70 313.64 275.10 282.27 320.20

700 225.59 325.80 365.92 293.20 329.32 370.90

800 257.82 345.19 418.19 310.60 376.30 425.40

900 290.00 389.58 470.47 350.60 423.00 482.30

1000 322.28 443.98 510.00 399.80 459.00 531.40

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

Diameter of Pipe in mm Weight of pipe per meter lengthfor all classes in Kg/m Diameter of Pipe in mm Weight of pipe per meter

length for all classes in Kg/m 350 197.50 1100 947.50400 240.00 1200 1115.00

450 257.50 1300 1190.00

500 292.50 1400 1370.00

600 375.00 1500 1560.00

700 432.50 1600 1767.50

800 582.50 1700 1987.50

900 705.00 1800 2205.50

1000 825.00



Sr.No.


Rate (Rs.)2013-14

SECTION - D : CEMENT CONSUMPTION 33

STANDARD CEMENT CONSUMPTION TO BEFOLLOWED FOR VARIOUS ITEMS OF WORK

A P.C.C. / R.C.C. Works

1 1 : 1½ : 1 (M-300) with finishing in CM 1:3 proportion Cum 9.20 bags

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

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

4 1: 1½ : 3 (M-200) without finishing Cum 6.80 bags

5 1 : 2 : 4 (M-150) with finishing in CM 1:3 proportion Cum 5.90 bags

6 1 : 2 : 4 (M-150) without finishing Cum 5.80 bags

B Brick Masonry Works

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



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

C Stone Masonry Works

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

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

3 Random Rubble Masonry - IInd sort in CM 1:6 proportion Cum 1.77 bags

4 Random Rubble Masonry - IInd sort in CM 1:4 proportion Cum 2.65 bags

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

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

D Waterproofing Works

1 Damp-proof course 50 mm thick in 1:2:4 proportion withbitumen layer W.P. compound.

Sqm 0.35 bags

2 Integral finishing to newly laid slab in CM 1:3 proportionwith W.P. compound.

Sqm 0.06 bags

3 Waterproofing treatment over old slab with W.P. cementslurry as tack coat 12 mm thick, W.P. plaster in CM 1:3proportion, brickbat coba average 9.50 cm thick in CM1:6 proportion and 20 mm thick W.P. cement plaster overit in CM 1:3 proportion and finishing with cement slurrywith novelling.

Sqm. 0.37 bags

E Plastering and Pointing Works

1 12 mm thick plaster

a) CM 1:2 proportion Sqm 0.16 bags

b) CM 1:3 proportion Sqm 0.12 bags

c) CM 1:4 proportion Sqm 0.10 bags



Sr.No.


Rate (Rs.)2013-14

34 SECTION - D : CEMENT CONSUMPTION

2 20 mm thick plaster

a) CM 1:2 proportion Sqm 0.27 bags



3 25 mm thick plastera) CM 1:2 proportion Sqm 0.34 bags



4 Cement pointing in CM 1:3 proportion Sqm 0.03 bags

5 Tuck cement pointing in CM 1:3 proportion Sqm 0.05 bags

6 Sand faced plaster in CM 1:4 proportion including basecoat 15 mm thick in CM 1:4 proportion with W.P.compound.

Sqm 0.22 bags

7 Rough cast cement plaster in CM 1:4 proportion in twocoats.

Sqm 0.22 bags

F Flooring Works

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

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

3 Rough Shahabad - any other similar flooring in CM 1:4proportion bedding

Sqm 0.15 bags

4 All types of cement / kadappa / polished / mosaic tilesflooring or skirting / dado set on CM 1:4 proportionbedding

Sqm 0.18 bags

5 Glazed / ceramic tiles flooring or skirting / dado fixed withplain cement slurry

Sqm 0.22 bags



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

SECTION - E : EXCAVATION 35

1 Excavation for foundation / pipetrenches in earth, soils of all types,sand, gravel and soft murum, includingremoving the excavated material upto adistance of 50 metres and lifts as below,stacking and spreading as directed,

normal dewatering, preparing the bedfor foundation and excluding backfilling,etc. complete.

(Bd-A-1/259)

Lift 0 to 1.5 M Cum 132.00 132.00

2 Excavation for foundation / pipetrenches in hard murum includingremoving the excavated material upto adistance of 50 M and lifts as below,stacking and spreading as directed byEngineer-in-charge, normal dewatering,preparing the bed for foundation andexcluding backfilling, etc. complete.

(Bd-A-2/259)

Lift 0 to 1.5 M Cum 150.00 150.00

3 Excavation for foundation / pipetrenches in hard murum and boulders,W.B.M. road including removing theexcavated material upto a distance of50 M beyond the area and lifts asbelow, stacking and spreading asdirected by Engineer-in-charge, normaldewatering, preparing the bed for

foundation and excluding backfilling,etc. complete.

(Bd-A-3/259)

Lift 0 to 1.5 M Cum 168.00 165.00

4 Add for every additional lift of 1.5 Mbeyond initial lift of 1.5 M for Item Nos. 1to 3

Cum 12.00 12.00

5 Excavation for foundation / pipetrenches in soft rock and old cementand lime masonry foundation asphaltroad including removing the excavated

material upto a distance of 50 M beyondthe area and lifts as below, stacking asdirected by Engineer-in-charge, normaldewatering, preparing the bed forfoundation and excluding backfilling,etc. complete.

(Bd-A-4/259)

Lift 0 to 1.5 M Cum 413.00 374.00




36 SECTION - E : EXCAVATION

6 Excavation for foundation / pipetrenches in hard rock by controlledblasting, including trimming andlevelling the bed by chiselling wherenecessary and removing the excavatedmaterial and stacking it in measurable

heaps within a distance of 50 metresfrom the area and lifts as below, normaldewatering, excluding backfilling, etc.complete.

(Bd-A-5/259)

Lift 0 to 1.5 M Cum 533.00 452.00

7 Excavation for foundation / pipetrenches in hard rock and concrete roadby chiselling, wedging, line drilling bymechanical means or by all meansother than blasting including trimmingand levelling the bed, removing theexcavated material upto a distance of50 metres beyond the area and lifts asbelow, stacking as directed byEngineer-in-charge, normal dewatering,excluding backfilling, etc. complete byall means.

(Bd-A-6/259)

Lift 0 to 1.5 M Cum 701.00 694.00

8 Excavation for foundation / pipetrenches in slush muddy / marshy /slushy / soil including use of poclain,

labour for dewatering during executionincluding removing the excavatedmaterial upto a distance of 50 metresand lifts as below, stacking andspreading as directed, preparing thebed by cleaning the mud, labourrequired for execution for shutteringitem but excluding backfilling, etc.complete. Providing and fixingshuttering shall be paid separately.

Lift 0 to 1.5 M Cum 323.00 175.00

9 Add for every additional lift beyond

initial lift of 1.5 M for Item Nos. 5 to 10

Cum 18.00 18.00





HEAD WORKS

10 Excavation in general in soft materialcomprising of soft soil, soft murum,sand, hard murum with boulders in wetor dry condition for Head Works i.e.

Intake Well, Connecting Pipe, JackWell, Pump House, Supply Well, etc. forlift 0 to 1.5M and lead of 150 Mincluding barricading, guarding,disposing off surplus excavated stuffwithin a radius of 0.5 km. as directed byEngineer-in-charge, etc. completeexcluding refilling.

a) For Head Works on river or damsubmergence for initial lift of 0 to 1.5 M

Cum 353.00 348.00

b) For Head Works on nalla or any othersite of GSDA for initial lift of 0 to 1.5 M

Cum 203.00 200.00

c) Add for each additional lift of 1.5 Mbeyond initial lift 1.5 M

Cum 19.30 19.30

11 Excavation in general in hard materialcomprising of soft rock, hard rock,Manjara rock, etc. by blasting /controlled blasting, chiselling asrequired in wet or dry condition for HeadWorks i.e. Intake Well, ConnectingPipe, Jack Well, Pump House, SupplyWell, etc. for lift 0 to 1.5 M and lead of150 M including barricading, guarding,disposing off surplus excavated stuffwithin a radius of 0.5 km. as directed byEngineer-in-charge, excluding refilling.

a) For Head Works on river or damsubmergence for initial lift of 0 to 1.5 M

Cum 749.00 606.00

b) For Head Works on nalla or any othersite of GSDA for initial lift of 0 to 1.5 M

Cum 533.00 406.00

c) Add for each additional lift of 1.5 Mbeyond initial lift 1.5 M

Cum 19.00 19.00

12 Excavation in general in soft materialcomprising of soft soil, soft murum,sand, hard murum with boulders in wetor dry condition for Head Works and

allied works by well sinking process foraverage depth of 12 M and lead of 150M including shoring, barricading,guarding, refilling, disposing off surplusexcavated stuff as directed byEngineer-in-charge, etc. complete.

a) Diameter upto and including 3 M Cum 701.00 664.00

b) Diameter more than 3 M Cum 569.00 539.00




38 SECTION - E : EXCAVATION

13 Desilting the Supply Well, Intake Well /Head Works, Sump of water supply /sewerage works etc. in wet or drycondition including lifts upto 9 M andlead upto 150 M as required beyond thework site, stacking, spreading, including

necessary guarding, etc. complete, asdirected by Engineer-in-charge.

Cum 539.00 511.00

Add for each additional lift of 1.5 Mbeyond initial lift 9.0 M

Cum 18.00 17.00

14 Dewatering the excavated trenches andpools of water in the building trenches /pipeline trenches, well works by usingpumps and other devices includingdisposing off water to safe distance asdirected by Engineer-in-charge(including cost of machinery, labour,fuel), etc. complete.

(Bd-A-9/261)

HP/Hr.

60.00 8.00

(i) The Contractor at his request may beallowed to start construction of masonrysteining so as not to allow silting of wellin oncoming monsoon and while payingmasonry, 25% amount shall be withheldand released only when excavation tothe full depth is completed.

(ii) Dewatering : Total dewateringcharges are to be proposed in thetender as lumpsum amount and 75% ispayable for excavation and 25% is

payable for construction of well / gallery.Out of 75% excavation, break-up shallbe as under

25% for last 1 M depth.

20% for 2 M depth which is just abovelast 1 M depth.

15% for 2 M depth which is just abovelast 3 M depth.

15% for the rest of depth from watertable level.

The above conditions will restrict thetendencies of agencies to avoiddeepening of wells, etc. to the requireddepth.

15 Refilling the trenches with availableexcavated stuff with soft material firstover pipeline and then hard material in15 cm layers with all leads and liftsincluding consolidation, surcharging,etc. complete.

Cum 60.00 58.00





16 Filling in plinth and floors murumbedding in trenches with approvedmurum from excavated materials fromfoundation in 15 cm to 20 cm layersincluding watering and compaction, etc.complete.

(Bd-A-10/263)

Cum 60.00 --

17 Filling in plinth and floors / trenches withcontractor's murum for bedding in 15cm to 20 cm layers including wateringand compaction, etc. complete.

(Bd-A-11/263)

Cum 629.00 132.00

18 Providing dry trap/ granite/ quartzite/gneiss, rubble stone soling in 15 cm to20 cm thick layers including handpacking and compacting, etc. complete.

(Bd-A-12/264)

Cum 851.00 311.00

19 Providing and filling in sand boxing inpipeline or for foundation with sand ofapproved quality including watering andcompaction, etc. complete.

(Bd-A-13/264)

Cum 869.00 106.00

20 Open timbering in trenches of depthmore than 1.5 M for shoring andstrutting including use of and waste ofall necessary timber works includingwalling, strutts, open polling boards /horizontal sheeting, runners, etc. as

may be necessary and fixing andremoval complete. (Measurements tobe 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 loggedarea

Sqm 204.00 9.00

Additional per Sqm for further lifts of 1.5M each

Sqm 29.00 19.00

b) Lift 0 to 1.5 for water logged area Sqm 212.00 11.00

Additional per Sqm for further lifts of 1.5M each

Sqm 20.00 13.00

Note : For the trenches with more than1.5 M depth, shoring if required from GLis to be done and is payable from GL.




SECTION - F : IRON AND STRUCTURAL STEEL WORK 41

1 Providing and fixing mild steel grill workfor windows/ ventilators of 20 Kg/Sqm.as per drawings including necessarywelding and painting with one coat ofanticorrosive paint and two coats of oilpainting, etc. complete.

(Bd-U-1/537)

Sqm 1753.00 98.00

2 Providing and fixing mild steel grillrailing of 20 Kg/Sqm with teak woodhand railing, still and newel posts forstaircase and including fabricating,fixtures, erecting, painting the grill workwith approved oil paint and polishing thehand rail and newel posts with Frenchpolish two coats, etc. complete.

(Bd-U-2/537)

Sqm 2570.00 254.00

3 Providing structural steel work in rolled

stanchions fixed with connecting platesor angle cleats as in main and crossbeams, hip and jack rafters, purlinsconnecting to truss members and likeas per detailed designs and drawings oras directed by Engineer-in-chargeincluding cutting, fabricating, hoisting,erecting, fixing in position, makingriveted / bolted / welded connectionsand one coat of anticorrosive paint andover it two coats of oil painting, etc.complete.

(Bd-C-3/275)

MT 61327.00 5798.00

4 Providing structural steel work in singlestanchions composed of RSJ, channel,etc. with caps, bases, mild steel plates,angles, brackets, cleats, gusset plates,anchor bolts, etc. as per detailed designand drawing or as directed by Engineer-in-charge including cutting, fabrication,hoisting, erecting, fixing in position,making riveted / bolted / weldedconnections and one coat ofanticorrosive paint and over it two coatsof oil painting, etc. complete.

(Bd-C-6/277)

MT 60388.00 5418.00




42 SECTION - F : IRON & STRUCTURAL STEEL WORK

5 Providing structural steel work in rolledsections like joists, channels, angles,tees, etc. as per detailed designs anddrawings including fixing in positionwithout connecting plates, braces, etc.and one coat of anticorrosive paint and

over it two coats of oil painting ofapproved quality and shade, etc.complete.

(Bd-C-2/275)

MT 63346.00 5898.00

6 Providing structural steel work intrusses, other similar trussed purlinsand members with all bracing, gussetplates, etc. as per detailed design anddrawing or as directed by Engineer-in-charge including cutting, fabricating,hoisting, erecting and fixing in position,making riveted / bolted / welded

connections and one coat ofanticorrosive paint and over it two coatsof oil painting, etc. complete.

(Bd-C-8/278)

MT 74955.00 13283.00




SECTION - G : PLAIN & REINFORCED CEMENT CONCRETE, READY MIX CONCRETE 43

1 Providing and laying in situ CementConcrete M-15 of trap/ granite /quartzite / gneiss metal for foundationand bedding including bailing out water,form work, compaction, curing, etc.complete.

(Cement 5.90 bags / cum)

Spec. No. - Bd E /1 Page No. 287 andB-7, Page No. 38

a) M-100 Cum 3810.00 810.00

b) M-150 Cum 4278.00 809.00

2 Providing and laying in situ CementConcrete of trap/ granite / quartzite /gneiss metal for RCC work infoundation like raft, grillage, stripfoundation and footing of RCC columnsand steel stanchions including normal

dewatering, form work, compaction,finishing and curing, etc. complete. (Byweigh 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 5173.00 982.00

b) In RCC M-200 Cum 5276.00 979.00

c) In RCC M-250 Cum 5837.00 981.00

d) In RCC M-300 Cum 6089.00 983.00

3 Providing and casting in situ CementConcrete of trap/ granite / quartzite /gneiss metal of approved quality forRCC works as per detailed drawingsand designs or as directed by Engineer-in-charge including normal dewatering,centering, form work, compaction,finishing the formed surfaces with CM1:3 of sufficient minimum thickness ifspecial finish is to be provided andcuring, etc. complete. (By weighbatching and mix design for M-250 andM-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-150 Cum 6673.00 995.00

b) In RCC M-200 Cum 6981.00 994.00

c) In RCC M-250 Cum 7542.00 995.00

d) In RCC M-300 Cum 7783.00 995.00




44 SECTION - G : PLAIN & REINFORCED CEMENT CONCRETE, READY MIX CONCRETE

4 Providing and casting in situ C.C. oftrap / granite/ quartzite / gneiss metal ofapproved quality for RCC works as perdetailed drawings and designs or asdirected by Engineer-in-chargeincluding normal dewatering, centering,

form work, compaction, finishing theformed surfaces with C.M. 1:3 ofsufficient minimum thickness to give asmooth and even surface wherevernecessary or roughening if special finishis to be provided and curing, etc.complete. (By weigh batching and mixdesign for M-250 and M-300 only. Useof L&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement ispermitted.) (Excluding M.S. or Torreinforcement)

For Beams / Braces / Lintels

a) In RCC M-150 Cum 6615.00 994.00

b) In RCC M-200 Cum 6925.00 993.00

c) In RCC M-250 Cum 7439.00 988.00

d) In RCC M-300 Cum 7668.00 987.00



Slabs / Landings / Vertical Walls / Waist

Slabs / Steps for Staircase

a) In RCC M-150 Cum 7142.00 958.00

b) In RCC M-200 Cum 7497.00 988.00

c) In RCC M-250 Cum 8069.00 991.00

d) In RCC M-300 Cum 8298.00 990.00







Chajjas / Parapets / Curtain Walls /

Partition Walls / Pardies

a) In RCC M-150 Cum 7325.00 997.00

b) In RCC M-200 Cum 7611.00 993.00

c) In RCC M-250 Cum 8126.00 989.00

d) In RCC M-300 Cum 8413.00 995.00

7 Providing and laying in situ R.C.C. oftrap / granite/ quartzite / gneiss metal ofapproved quality for RCC works ofdomes as per detailed drawings anddesigns approved by Engineer-in-

charge including centering, finishing,roughening the surfaces with specialfinish or plaster to be providedseparately, curing, etc. complete. (Byweigh 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)

Domes

a) In RCC M-150 Cum 7668.00 997.00

b) In RCC M-200 Cum 7955.00 993.00

c) In RCC M-250 - Bottom Domes only Cum 8527.00 996.00

d) In RCC M-300 - Bottom Domes only Cum 8756.00 995.00





8 Providing and fixing in position steel barreinforcement of various diameters forRCC piles, caps, footings, foundations,slabs, beams, columns, canopies,staircases, newels, chajjas, lintels,pardies, copings, fins, arches, etc. as

per detailed designs, drawings andschedules; including cutting, bending,hooking the bars, binding with wires ortack welding and supporting asrequired, etc. complete (including costof binding wire).

(Bd-F-17/306)

a) Mild Steel MT 59044.00 --

b) Tor Steel MT 59044.00 --

c) Corrosion Resistant Steel (Fe 500) MT 64152.00 --

d) Only fabrication (Labour)(For all types of steel)

MT 6547.00 --

9 Providing fusion bonded epoxy coatingto reinforcement bars as per IS-13620/1993 specification for a thicknessof 175 (±50) microns including extracost on account of careful handling,extra cost on account of using PVCcoated binding wire instead of G.I. wire,extra cost on account of touch-upmaterial supplied by coating agencyand repair work, extra cost on accountof transportation to and fro from steel

yard at Regional Centre to plant atDaman and plant at Daman to work siteby trailer, loading, unloading, includingall taxes (Central and local), etc.complete.

A For Reinforcement Diameterwise Rates

1) 8 mm dia MT 18160.00 4603.00

2) 10 mm dia MT 16022.00 4603.00

3) 12 mm dia MT 14618.00 4603.00

4) 16 mm dia MT 14084.00 4603.00

5) 20 mm dia MT 12947.00 4603.00

6) 25 mm dia MT 11744.00 4603.00

7) 28 mm dia MT 11209.00 4603.00

8) 32 mm dia MT 10407.00 4603.00

B Average Rates ( For estimation only)

1) For 8 mm to 20 mm dia MT 15166.00 4603.00

2) For above 20 mm dia MT 11120.00 4603.00





Notes for Estimation

1) All the rates of Reinforced CementConcrete Items from 1 to 6 shall beincreased by 10% for each brace heightabove 1st brace for R.C.C. E.S.R.s. e.g.For a R.C.C. E.S.R. with 7 M stagingand first brace at 3.50 M above ground,the concrete in columns above firstbrace, concrete of ring beam andbottom slab is entitled for 10% increase,concrete of vertical wall, roof slab androof beams, columns in container areentitled for 20% increase.

2) All the rates of Reinforced CementConcrete Items from 1 to 6 shall beincreased by 2% for every floor heightabove ground floor for building works.

3) These rates are applicable for R.C.C.well works also. These rates shall beincreased by 10% for every 5 M depthbelow initial 5 M depth.

4) Rates for Item Nos. 7 and 8 shall beincreased by 5% for each brace heightabove first brace for R.C.C. E.S.R.s. By5% for every ring beam below first ringbeam for R.C.C. wells. By 1% buildingworks for every floor height.

5) Volumetric mix as per 1:1½:3 shallbe adopted with 56.5 kg of cement for

RCC-250 and 59.5 kg of cement forRCC-300, per load of mixer of 1 bagcapacity.

6) Fusion bonded epoxy coating to beproposed only in Coastal Area with priorapproval of the Chief Engineer.

7) For estimation purpose, averagerates as per Item No. 8b shall beconsidered wherever necessary.





READY MIX CONCRETE

10 Providing and laying in situ Ready MixCement Concrete grade of trap / granite/ quartzite / gneiss metal for RCC worksin foundation like raft, grillage, strip

foundation and footing of RCC columnand steel stanchions including normaldewatering, form work, compaction,finishing and curing includingtransporting from mixing plant uptodistance of 25 km., pouring the concreteat work site for 1.5 M lift above G.L. and5.0 M lift below G.L., etc. complete.(Excluding reinforcement and structuralsteel)

For Foundation

a) In RCC M-150 Cum 5128.00 505.00

b) In RCC M-200 Cum 5390.00 505.00

c) In RCC M-250 Cum 5639.00 505.00

d) In RCC M-300 Cum 5916.00 505.00

11 Providing and casting in situ Ready MixCement Concrete grade of trap / granite/ quartzite / gneiss metal of approvedquality for RCC works as per detaileddrawings and designs or as directed byEngineer-in-charge including normaldewatering, centering, form work,compaction, finishing the formedsurfaces with CM 1:3 of sufficientminimum thickness to give a smoothand even surface wherever necessaryor roughening if special finish is to beprovided and curing includingtransporting from mixing plant uptodistance of 25 km., pouring the concreteat work site for 1.5 M lift above G.L. and5.0 M lift below G.L., etc. complete.(Excluding reinforcement and structuralsteel)

For all types of Columns

a) In RCC M-150 Cum 6355.00 505.00

b) In RCC M-200 Cum 6618.00 505.00

c) In RCC M-250 Cum 6866.00 505.00

d) In RCC M-300 Cum 7143.00 505.00





12 Providing and casting in situ Ready MixCement Concrete grade of trap / granite/ quartzite / gneiss metal of approvedquality for RCC works as per detaileddrawings and designs or as directed byEngineer-in-charge including normal

dewatering, centering, form work,compaction, finishing the formedsurfaces with CM 1:3 of sufficientminimum thickness to give a smoothand even surface wherever necessaryor roughening if special finish is to beprovided and curing includingtransporting from mixing plant uptodistance of 25 km., pouring the concreteat work site for 1.5 M lift above G.L. and5.0 M lift below G.L., etc. complete.(Excluding reinforcement and structuralsteel)

For Beams / Braces / Lintels

a) In RCC M-150 Cum 6340.00 505.00

b) In RCC M-200 Cum 6602.00 505.00

c) In RCC M-250 Cum 6690.00 505.00

d) In RCC M-300 Cum 7128.00 505.00

13 Providing and casting in situ Ready MixCement Concrete grade of trap / granite/ quartzite / gneiss metal of approvedquality for RCC works as per detaileddrawings and designs or as directed by

Engineer-in-charge including normaldewatering, centering, form work,compaction, finishing the formedsurfaces with CM 1:3 of sufficientminimum thickness to give a smoothand even surface wherever necessaryor roughening if special finish is to beprovided and curing includingtransporting from mixing plant uptodistance of 25 km., pouring the concreteat work site for 1.5 M lift above G.L. and5.0 M lift below G.L., etc. complete.(Excluding reinforcement and structural

steel)Slabs / Landings / Vertical Walls / WaistSlabs / Steps for Staircase

a) In RCC M-150 Cum 6770.00 505.00

b) In RCC M-200 Cum 7033.00 505.00

c) In RCC M-250 Cum 7281.00 505.00

d) In RCC M-300 Cum 7558.00 505.00





14 Providing and casting in situ Ready MixCement Concrete grade of trap / granite/ quartzite / gneiss metal of approvedquality for RCC works as per detaileddrawings and designs or as directed byEngineer-in-charge including normal

dewatering, centering, form work,compaction, finishing the formedsurfaces with CM 1:3 of sufficientminimum thickness to give a smoothand even surface wherever necessaryor roughening if special finish is to beprovided and curing includingtransporting from mixing plant uptodistance of 25 km., pouring the concreteat work site for 1.5 M lift above G.L. and5.0 M lift below G.L., etc. complete.(Excluding reinforcement and structuralsteel)

Chajjas / Parapets / Curtain Walls /Partition Walls / Pardies

a) In RCC M-150 Cum 6857.00 505.00

b) In RCC M-200 Cum 7120.00 505.00

c) In RCC M-250 Cum 7368.00 505.00

d) In RCC M-300 Cum 7650.00 505.00

15 Providing and casting in situ Ready MixCement Concrete grade of trap / granite/ quartzite / gneiss metal of approvedquality for RCC works as per detailed

drawings and designs or as directed byEngineer-in-charge including normaldewatering, centering, form work,compaction, finishing the formedsurfaces with CM 1:3 of sufficientminimum thickness to give a smoothand even surface wherever necessaryor roughening if special finish is to beprovided and curing includingtransporting from mixing plant uptodistance of 25 km., pouring the concreteat work site for 1.5 M lift above G.L. and5.0 M lift below G.L., etc. complete.

(Excluding reinforcement and structuralsteel)

Domes

a) In RCC M-150 Cum 7103.00 505.00

b) In RCC M-200 Cum 7365.00 505.00

c) In RCC M-250 Cum 7614.00 505.00

d) In RCC M-300 Cum 7891.00 505.00





Notes

1) Add Rs. 10/- per Cum fortransportation beyond 25 km. for everyadditional lead of 1 km.

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

below G.L., concreting is to be done bypumping by the Company.

3) Additional rate of pumping is

a) Static Pump : Rs. 175/- per Cum

b) Mobile Pump : Rs. 250/- per Cum

4) For Ready Mix Concrete, priorpermission from Chief Engineer mustbe obtained.

Note : Completed rates are inclusive of12.5% EPF and 1% Insurance Charges.




SECTION - H : MISCELLANEOUS 53

1 Providing and fixing G.I. pipe railinghaving 1.0 M height consisting 50 x 50 x6 mm thick M.S. angles as verticals at1.5 M c/c and additional posts at everycorner with 3 rows of 25 mm dia G.I.pipes of medium class variety as

horizontal and painting 3 coats of oilpaint over 1 coat of anticorrosive paintof approved colour and shade includingcost of all labour, transporting bends tocurved shape, etc. complete.

RM 950.00 162.00

A As above but with only 2 rows. RM 755.00 115.00

2 Dismantling of ESRs of variouscapacities and heights using crane (10MT capacity) and handing over M.S./C.I./G.I. pipes, valves, bends, etc. to theDepartment. However taking steelreinforcement by the dismantling

agency including removing dismantledmaterials from site and disposing themat suitable place as directed, etc.complete.

A Capacity of E.S.R. upto 2 lakh litres andstaging upto 12 M height.

i) Congested Area Lit 2.16 1.08

ii) Open Area Lit 1.08 1.00

B Capacity of E.S.R. above 2 lakh litresand staging upto 12 M height.

i) Congested Area Lit 1.68 1.00

ii) Open Area Lit 1.08 1.00

Note : Above 12 M staging height, add5% per metre staging of E.S.R. of anycapacity.

3 Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150side pillars of 25 cm x 40 cm x 2.5 Mheight, its foundation, finishing, painting,etc. complete.

No. 27043.00 3556.00

4 Providing and fixing Wicket gate 1.0 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150side pillars of 25 cm x 40 cm x 2.5 Mheight, its foundation, finishing, painting,etc. complete.

No. 8565.00 1164.00




54 SECTION - H : MISCELLANEOUS

5 Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits togather undisturbed strata samples forinvestigation in all types of strata, softsoil, murum, hard murum with boulders,soft rock, hard rock and quartzite, etc.

The item includes all hire and runningcost of Callyx machine, conveying allmaterials to site of work excludingconveyance of callyx machine and backsampling all over burden strata in glass

jar and core samples serially numberedat site in a wooden core box, samplesto be taken at 1.0 M interval andconveying to the place as directed byEngineer-in-charge. The diameter ofbore in overburden shall be 100 mmand of NX size (50 mm) in other strata.The item shall also include M.S. casing

pipe of 2.5 mm thick plate in overburdenonly and shall be 1.0 M above GL withcap over it.

a) In overburden (soft soil, murum) RMT 1192.00 177.00

b) In weathered rock with boulders RMT 5007.00 1065.00

c) In weathered rock / soft rock RMT 2568.00 533.00

d) In hard rock other than quartzite RMT 3387.00 754.00

e) In hard rock quartzite RMT Not reqd.

6 Providing pressure grouting at apressure of 5.6 kg/sqcm in required row

/ zigzag fashion as specified at 1.5 Minterval as per site conditions to stopleakages through water retainingstructures to the entire satisfaction ofthe Engineer-in-charge includingmaterial compound, hardeningmaterials, compressor equipmentincluding scaffolding, smooth finishing,etc. complete.

i) For masonry structure Bag 667.00 185.00

ii) For concrete structure Bag 657.00 185.00

7 Drilling 40 mm dia holes in masonry or

concrete structure with providing andfixing 0.5 M long G.I. pipeline forpressure grouting including all material,labour cost and machinery charges, etc.complete.

RM 731.00 67.00





8 Providing and casting ferrocrate watertank at site including all cost of labourand material, etc. complete upto 25,000litres (for foundation and providing andfixing taps, etc. shall be consideredseparately).

Lit 4.30 1.00

9 Providing and applying one coat ofgamma coating or equivalent such asDr.Bake, Krishna Conchem, AsianPaint, Atul Limited, Burger Paint, epoxyprimer 50 to 60 microns thick andcovering two coats of gamma coatingsor equivalent such as Dr. Bake, KrishnaConchem, Asian Paint, Atul Limited,Burger Paints 30 microns thick each tonew M.S. pipes and structural steel orconcrete surface including repaintingthe surface by finishing by solventdegreasing and de-rusting by applying

chemical method and scaffolding ifnecessary, etc. complete as permanufacturer's specifications.

Sqm 291.60 116.50

10 Making cross connection to existingdistribution main of any type includingexcavation, breaking and removingexisting pipes, lowering, laying ofspecials and pipes in their position,refilling, closing the water supply in thatarea, dewatering and restarting thewater supply, etc. complete as directedby Engineer-in-charge for following

diameters of existing pipeline,irrespective of diameter of branch line.(The number of joints involved will bepaid separately depending upon thenature of joints and required pipes,valves and specials will be supplied freeof cost at stores.)

i) 80 mm No 1664.00 --

ii) 100 mm No 1899.00 --

iii) 125 mm No 2105.00 --

iv) 150 mm No 2347.00 --

v) 200 mm No 2443.00 --

vi) 250 mm No 2878.00 --

vii) 300 mm No 3492.00 --

viii) 350 mm No 4250.00 --

ix) 400 mm No 4999.00 --

x) 450 mm No 5744.00 --

xi) 500 mm No 7120.00 --





xii) 600 mm No 12329.00 --

xiii) 700 mm No 15249.00 --

xiv) 750 mm No 19289.00 --

xv) 800 mm No 24720.00 --

xvi) 900 mm No 32523.00 --

xvii) 1000 mm No 45654.00 --

Note : Only 75% rate shall be payabletill 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 includingcost of necessary excavation andrefilling of trenches, breaking the joints,lifting the pipes and stacking to theplace as directed by Engineer-in-charge

with all leads and lifts including cleaningthe surface, etc. complete.

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

i) 80 mm RMT 135.00 --

ii) 100 mm RMT 149.00 --

iii) 125 mm RMT 152.00 --

iv) 150 mm RMT 155.00 --

v) 200 mm RMT 172.00 --

vi) 250 mm RMT 190.00 --

vii) 300 mm RMT 206.00 --

viii) 350 mm RMT 232.00 --

ix) 400 mm RMT 253.00 --

x) 450 mm RMT 286.00 --

xi) 500 mm RMT 300.00 --

xii) 600 mm RMT 368.00 --

xiii) 700 mm RMT 431.00 --

xiv) 750 mm RMT 484.00 --

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

i) 80 mm RMT 81.00 --

ii) 100 mm RMT 89.00 --

iii) 125 mm RMT 91.00 --

iv) 150 mm RMT 93.00 --

v) 200 mm RMT 103.00 --

vi) 250 mm RMT 114.00 --

vii) 300 mm RMT 123.00 --





viii) 350 mm RMT 139.00 --

ix) 400 mm RMT 152.00 --

x) 450 mm RMT 172.00 --

xi) 500 mm RMT 180.00 --

xii) 600 mm RMT 221.00 --

xiii) 700 mm RMT 259.00 --

xiv) 750 mm RMT 289.00 --

12 Providing and constructing two tapsstandpost as per type design withexcavation 15 cm thick PCC 1:3:6bedding 20 mm thick PCC 1:2:4concrete for platform of 1.75 M dia. withside curb and bucket rest, 80 mm dia,heavy duty GI pipe central post dulyfilled therein with C.C. 1:2:4, 5 M long,

20 mm dia. medium G.I. pipe from pointof tapping to standpost, additional 20mm dia G.I. pipe fixed vertically upto 15mm dia self closing water taps, onebrass ferrule, etc. complete togetherwith all labour and material charges asper drawing and as directed byEngineer-in-charge when goodfoundation is available. Rate includesdraining arrangement by excavatingopen gutters.

No 7960.00

A As above but when precast RCCplatform or precast standpost is issued

free of cost at departmental storesincluding cost of transportation andfixing, etc. complete.

No 4773.00 --

13 Providing and constructing two tapsstandpost as per type design withexcavation 30 cm thick boulder filling 15cm thick PCC in 1:3:6, 20 mm thickRCC, 1:2:4 platform of 1.75 M dia. withside curb and bucket rest, 80 mm dia,heavy duty GI pipe central post dulyfilled therein with C.C. 1:2:4, 5 M long,20 mm dia. medium G.I. pipe from pointof tapping to standpost, additional 20

mm dia G.I. pipe fixed horizontally andproviding and fixing two 15 mm dia GIself closing water taps, one brassferrule, etc. complete together with alllabour and material charges as perdrawing and as directed by Engineer-in-charge when B.C. soil is available. Rateincludes draining arrangement byexcavating open gutters.

No 8435.00 --





A As above but when precast RCCplatform or precast standpost is issuedfree of cost at departmental storesincluding cost of transportation andfixing, etc. complete.

No 4752.00 --

14 Road and railway crossing

a) 200 mm to 499 mm dia MS pipe RMT 22334.00 --

b) 500 mm to 1000 mm dia MS pipe RMT 27918.00 --

15 Pushing of M.S. pipe of following dia forroad crossing and railway crossing bypush through method in all types ofstrata by using hydraulic jack anddrilling machine of required diameter ofbelow M.S. casing pipes, lowering,laying, jointing of material, requiredwelding machinery, tripod, chain-pulleyblock crain, blower, compressor,

loading and unloading of machinery intothe trench, etc., transportation anddewatering, etc. complete, as directedby engineer-in-charge but excluding thecost of M.S. pipes.

a) 200 mm to 499 mm dia M.S. pipe No. 22748.00 --

b) 500 mm to 1000 mm dia M.S. pipe No. 28435.00

16 Providing and erecting slip formshuttering including dismantling aftercompletion for constructing vertical

shutters, such as jackwell, balancingtank, bridge column and for horizontalstructure in R.C.C. The item includeslifting arrangement, centering, formwork, normal dewatering, electricalarrangement with generator set andwith all equipments for slip formshuttering work with labour, materialand machinery, all rents, fuels,insurance charges. The rate is forvarious dia, depth and various sizes ofstructures, etc. complete.

Note : A) All risks and costs lie with the

contractor itself.B) The arrangement for lighting withcables till top height to be provided bythe contractor.C) Any accident arising out of the workwill be responsibility of the contractor.D) No idle charges for machinery andlabour will be paid.E) Insurance for all types of machineryand workers will be borne by contractor.

Sq.M. 2940.00



Sr.No. Description Unit Rate (Rs.)

2012-13 Rate (Rs.)2013-14

SECTION - I : (I) C.I./D.I. PIPES 59

1 Providing and supplying ISI mark C.I.S/S pipes (push on joint pressure pipesof C.I.) of following class and diameterconforming to the IS specificationsinclusive of the cost of jointing materials(rubber gasket of EPDM quality)including all staturoty duties and taxeslevied by Govt. of India and Govt. ofMaharashtra in all respect, educationcess, VAT, third party inspectioncharges of TPI agency approved byMJP, including transit insurance, railwayfreight, unloading from railway wagon,loading into trucks, transport todepartmental stores / site, unloading,stacking, etc. complete, as directed byengineer-in-charge (IS-1536/2001 forpipes & IS-158/1969 & IS12820/1989 orlatest addition / revision with theamendments for rubber gasket).

(Suitable for Tyton / Pig lead joints)

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' With E.D. Without E.D.

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




2012-13 Rate (Rs.)2013-14

60 SECTION - I : (I) C.I./D.I. PIPES

v) 200 mm RMT 2763.00 2461.00

vi) 250 mm RMT 3735.00 3327.00

vii) 300 mm RMT 4833.00 4306.00

viii) 350 mm RMT 6043.00 5384.00

ix) 400 mm RMT 7410.00 6602.00x) 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' With E.D. Without E.D.

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 5840.00ix) 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




2012-13 Rate (Rs.)2013-14


2 Lowering, laying and jointing with SBRrubber gaskets C.I. S/S pipes of variousclasses with CI / MS specials offollowing diameters in proper position,grade and alignment as directed byEngineer-in-charge including theconveyance of materials from stores tosite of work, including cost of jointingmaterials and rubber rings, labour,giving hydraulic testing, etc. complete.

Note : Only SBR rubber gaskets to beused as per IS-5382 & 12820.

A CI Class 'LA' / Mortar inlined D.I. K-9 /K-7

Withoutrubber ring

Withrubber 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

xi) 500 mm RMT 230.00 280.00

xii) 600 mm RMT 303.00 373.00xiii) 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

B Class 'A' Withoutrubber ring

Withrubber ring

i) 80 mm RMT 46.00 56.00

ii) 100 mm RMT 56.00 66.00iii) 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




2012-13 Rate (Rs.)2013-14


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 423.00 556.00xiv) 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

C Class 'B' Withoutrubber ring

Withrubber ring

i) 80 mm RMT 50.00 59.00

ii) 100 mm RMT 60.00 71.00

iii) 125 mm RMT 77.00 86.00iv) 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





2012-13 Rate (Rs.)2013-14


3 Providing and supplying ISI markedD.I.S&S pipes (push on joints pressurepipes of D.I. of following class anddiameters conforming to the ISspecifications inclusive of the cost of

jointing materials (rubber gasket ofEPDM quality) including all staturotyduties and taxes levied by Govt. of Indiaand Govt. of Maharashtra in all respect,education cess, VAT, third partyinspection charges of TPI agencyapproved by MJP, including transitinsurance, railway freight, unloadingfrom railway wagon, loading into trucks,transport to departmental stores / site ofwork, unloading, stacking, etc.complete, as directed by engineer-in-charge.

(IS-1536/2001 for pipes and IS

158/1969 and IS 12820/1989 or Latestedition / revision with amendments forrubber gaskets).

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




2012-13 Rate (Rs.)2013-14


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 7015.00xi) 700 mm RMT 10409.00 9463.00

xii) 750 mm RMT 12097.00 10997.00

xiii) 800 mm RMT 13989.00 12717.00

xiv) 900 mm RMT 16779.00 15264.00

xv) 1000 mm RMT 19646.00 17860.00

4 Providing and making lead caulked jointwith molten lead to Cast Iron pipesand/or specials of all classes and fittingof 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





2012-13 Rate (Rs.)2013-14


5 Providing and supplying ISI standard CIdouble flanged pipes including all taxes(Central and local), railway freight,insurance, unloading from railwaywagon, loading into truck, transport tostores / site, unloading, stacking, etc.complete as directed by Engineer-in-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 9885.00ix) 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

6 Providing and supplying ISI standardC.I. flanged / S&S specials including alltaxes (Central and local), railway

freight, insurance, unloading fromrailway 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 BranchFlanged Specials



iii) Above 600 mm dia KG 80.50

C Plain ended / plain ended branchflanged specials






2012-13 Rate (Rs.)2013-14



xv) 800 mm Joint 4398.00


xvii) 1000 mm Joint 4721.00


9 Erecting, hoisting in position, jointingand testing M.S./C.I. D/F pipes andspecials in vertical position includingcost of all jointing materials (rubberpacking, nut bolts, etc.), labour,scaffolding, hydraulic testing, etc.complete.

i) 80 mm Joint 193.00

ii) 100 mm Joint 326.00

iii) 125 mm Joint 344.00iv) 150 mm Joint 640.00

v) 200 mm Joint 680.00

vi) 250 mm Joint 970.00

vii) 300 mm Joint 1025.00

viii) 350 mm Joint 1331.00

ix) 400 mm Joint 1655.00

x) 450 mm Joint 2022.00

xi) 500 mm Joint 2115.00

xii) 600 mm Joint 2323.00

xiii) 700 mm Joint 3445.00


xv) 800 mm Joint 4843.00


xvii) 1000 mm Joint 5373.00


10 Providing and supplying ISI standard

D.I. specials and fittings with sealingrubber gasket of S.B.R. complete withCast Iron follower gland and M.S. nutbolts coated or otherwise protectedfrom rusting and suitable for D.I. pipesincluding cost of labour, material andtransportation to stores/ site, loading,unloading including all taxes, etc.complete as per IS-9523.




2012-13 Rate (Rs.)2013-14

SECTION - I : (II) A.C. PIPES 69

1 Providing and supplying AsbestosCement pressure pipes manufacturedand tested as per ISO-160 standards offollowing class and diameter in standardlengths including cost of all taxes(Central and local), insurance, railwayfreight, inspection charges, unloadingfrom railway wagon, loading into truck,transporting to departmental stores /site, unloading, stacking, etc. complete.

A Class 15

(Test Pressure 1.5 MPa)

With E.D. Without E.D.

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 -- 497.00

vi) 250 mm RMT -- 719.00

vii) 300 mm RMT -- 1052.00

B 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 -- 612.00

vi) 250 mm RMT -- 909.00

vii) 300 mm RMT -- 1119.00

C 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 -- 789.00

vi) 250 mm RMT -- 1184.00

vii) 300 mm RMT -- 1298.00




2012-13 Rate (Rs.)2013-14

70 SECTION - I : (II) A.C. PIPES

2 Providing and supplying C.I. detachable joints suitable for A.C. pressure pipesmanufactured as per IS-1538/1993standards of following class anddiameter including cost of all taxes(Central and local), insurance, railwayfreight, inspection charges, unloadingfrom railway wagon, loading into truck,transporting to departmental store / site,unloading, stacking and cost of rubberrings, nut bolts, etc. complete.

(IS-1538/1993)

A Class 10 (Test Pressure 1.0 MPa) With E.D.

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

B Class 15 (Test Pressure 1.5 MPa) With E.D.

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

C Class 20 (Test Pressure 2.0 MPa) With E.D.

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




2012-13 Rate (Rs.)2013-14

SECTION - I : (II) A.C. PIPES 71

3 Providing and supplying A.C. pressurecoupler suitable for A.C. pressure pipesmanufactured as per ISO-160standards of following class anddiameter including cost of all taxes(Central and local), insurance, railwayfreight, inspection charges, and cost ofrubber rings, nut bolts, etc. complete(supply at stores / site).

A Class 15 (Test Pressure 1.5 MPa) With E.D.

i) 80 mm No 39.00

ii) 100 mm No 50.00

iii) 125 mm No 69.00

iv) 150 mm No 84.00

B Class 20 (Test Pressure 2.0 MPa)

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. orM.S. specials of following class anddiameters including conveyance fromstores to site of works, cost of labourand material, giving satisfactoryhydraulic testing, etc. as per ISI code,etc. complete but excluding cost ofC.I.D. joints, nut bolts, rubber rings.

A Class 15 (Test Pressure 1.5 MPa)

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


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




2012-13 Rate (Rs.)2013-14

72 SECTION - I : (II) A.C. PIPES

5 Lowering, laying and jointing with A.C.couplers, A.C. pressure pipes and C.I.or M.S. specials of following class anddiameters including conveyance fromstores to site of works, cost of labourand material, giving satisfactoryhydraulic testing, etc. as per ISI code,etc. complete but excluding cost of A.C.couplers and rubber rings.

A Class 15 (Test Pressure 1.5 MPa)

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


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 satisfactoryhydraulic testing is given.

2) Without any extra cost every pipe in thefactory shall be hydraulically tested forone higher class i.e. when Class-15pipe is ordered, every pipe shall betested for 20 kg/cm² at factory, but pipeshall be branded and paid as Class-15.This foot note shall appear in tender

conditions.

3) Whenever manufacturer is separateand contractor for lowering, laying,

jointing and testing is separate, theprincipal contractor shall enter into anagreement with A.C. pipe manufacturerfor satisfactory manufacturing,transporting, lowering, laying, jointingand testing of pipes. This foot note shallappear into the tender conditions.




2012-13 Rate (Rs.)2013-14

SECTION - I : (III) P.V.C. PIPES 73

1 Providing and supplying in standardlengths ISI mark rigid unplasticised PVCpipes suitable for potable water withsolvent cement joints including cost ofcouplers, as per IS specification no.4985/1988 including all local and centraltaxes, transportation, freight charges,inspection charges, loading, unloading,conveyance to the departmental stores /site and stacking the same in closedshed duly protected from sun rays andrains including cost of jointing materiali.e. solvent cement, etc. complete (selffittype to be jointed with cement solvent).

Notes

1) 10% of cost of pipes shall beconsidered for cost of PVC specials forestimate purpose only.

2) One coupler and required cementsolvent shall be provided with each fulllength pipe, cost of which is included inrates 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 1844.00B 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




2012-13 Rate (Rs.)2013-14

74 SECTION - I : (III) P.V.C. PIPES

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 1061.00 944.00xi) 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.

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


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




2012-13 Rate (Rs.)2013-14


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


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 standardlengths ISI mark rigid unplasticised PVCpipes for potable water with rubber ring

joints including cost of rubber ring asper IS-4985/1998, all local and centraltaxes, transportation, freight charges,transit insurance, inspection charges,loading, unloading, conveyance to store/ site and stacking the same in closedshed duly protected from sun rays andrains, etc. (with third party inspection)(socketed).

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




2012-13 Rate (Rs.)2013-14


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 1720.00xii) 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.

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 pipesand specials of following class anddiameter including cost of conveyancefrom stores to site of works includingcost of all labour, material, exceptcement solvent, rubber ring, givingsatisfactory hydraulic testing as per IScode, etc. complete (with cementsolvent 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




2012-13 Rate (Rs.)2013-14

78 SECTION - I : (III) P.V.C. PIPES

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 84.00B 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


xiv) 400 mm RMT 106.00

Notes1) Only 85% rate shall be payable till

satisfactory hydraulic testing is given.

2) Third party inspecting agency shallinvariably carry out –

(1) Specific Gravity Test, (2) Weight /RMT (3) Ash Content Test

and confirm in writing that those arewithin prescribed limits. This conditionshall appear in tender conditions.

3) After receipt of pipes at site, concerned

Deputy Engineer shall confirm thatweight of pipe for every class anddiameter is not less than the prescribedstandard weight as per IS-4985/1998(which is given in CSR). Underweightpipes shall be rejected. This conditionshall appear in the tender conditions.




2012-13 Rate (Rs.)2013-14

SECTION - I : (IV) G.I. PIPES 79

1 Providing ISI mark G.I. pipes offollowing class and dia. including alllocal and central taxes, octroi,inspection charges, transportation tostores, etc. complete. (IS-1239/2004)

Note : One coupler shall be provided

with each full length pipe, cost of whichis 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




2012-13 Rate (Rs.)2013-14

80 SECTION - I : (IV) G.I. PIPES

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. pipesand specials of following class and

diameter including conveyance fromstores to site of works, all labour, givingsatisfactory hydraulic test, etc.complete, either underground or invertical position, as directed byEngineer-in-charge.

A Light

i) 15 mm RMT 23.00

ii) 20 mm RMT 26.00


iv) 32 mm RMT 37.00v) 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 119.00C 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




2012-13 Rate (Rs.)2013-14

SECTION - I : (V) STONEWARE PIPES 83

1 Providing ISI standard Stoneware pipesincluding all taxes (Central and local),inspection charges, railway freight,unloading from railway wagons, loadinginto trucks, transport to departmentalstores, 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 propergrade and alignment Stoneware pipeswith cement joints in C.M. (1:1)

proportion of following diametersincluding cost of conveyance fromstores to site of work, jointing material,labour, giving satisfactory hydraulictesting, 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





2012-13 Rate (Rs.)2013-14

SECTION - I : (VI) R.C.C. PIPES 85

1 Providing ISI standard R.C.C. pipes instandard lengths of following class anddiameter suitable for either collar jointsor 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 eachfull length plain ended RCC pipe, costincluded in rates below.

2) One rubber ring should be supplied witheach full length of socketed pipe, costincluded 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 309.00 281.00 273.00 247.00

ii) 100 mm RMT 324.00 294.00 293.00 267.00

iii) 150 mm RMT 339.00 309.00 304.00 275.00

iv) 200 mm RMT 396.00 360.00 355.00 322.00

v) 225 mm RMT 452.00 411.00 407.00 369.00

vi) 250 mm RMT 494.00 449.00 443.00 403.00

vii) 300 mm RMT 632.00 575.00 567.00 514.00

viii) 350 mm RMT 681.00 619.00 613.00 556.00

ix) 400 mm RMT 864.00 785.00 782.00 710.00

x) 450 mm RMT 1064.00 966.00 962.00 873.00

xi) 500 mm RMT 1280.00 1163.00 1153.00 1046.00

xii) 600 mm RMT 1615.00 1466.00 1456.00 1322.00

xiii) 700 mm RMT 2103.00 1910.00 1892.00 1719.00

xiv) 800 mm RMT 2428.00 2205.00 2184.00 1983.00

xv) 900 mm RMT 3056.00 2775.00 2751.00 2498.00

xvi) 1000 mm RMT 3580.00 3252.00 3225.00 2928.00

xvii) 1100 mm RMT 4068.00 3694.00 3662.00 3326.00

xviii) 1200 mm RMT 4887.00 4438.00 4402.00 3998.00

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


i) 80 mm RMT 329.00 299.00 293.00 265.00

ii) 100 mm RMT 351.00 319.00 316.00 286.00

iii) 150 mm RMT 420.00 381.00 379.00 344.00




2012-13 Rate (Rs.)2013-14

86 SECTION - I : (VI) R.C.C. PIPES

iv) 200 mm RMT 566.00 513.00 513.00 465.00

v) 225 mm RMT 670.00 608.00 604.00 547.00

vi) 250 mm RMT 725.00 659.00 658.00 598.00

vii) 300 mm RMT 956.00 869.00 914.00 829.00

viii) 350 mm RMT 1193.00 1084.00 1080.00 981.00ix) 400 mm RMT 1332.00 1210.00 1213.00 1101.00

x) 450 mm RMT 1616.00 1467.00 1450.00 1317.00

xi) 500 mm RMT 2256.00 2049.00 2056.00 1867.00

xii) 600 mm RMT 2797.00 2541.00 2521.00 2290.00

xiii) 700 mm RMT 3811.00 3461.00 3466.00 3148.00

xiv) 800 mm RMT 4583.00 4163.00 4177.00 3794.00

xv) 900 mm RMT 5163.00 4689.00 5202.00 4724.00

xvi) 1000 mm RMT 6249.00 5675.00 5626.00 5109.00

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


i) 80 mm RMT 355.00 322.00 351.00 318.00

ii) 100 mm RMT 383.00 348.00 379.00 343.00

iii) 150 mm RMT 437.00 397.00 438.00 397.00

iv) 200 mm RMT 594.00 540.00 595.00 540.00

v) 225 mm RMT 709.00 643.00 709.00 643.00

vi) 250 mm RMT 829.00 753.00 830.00 752.00

vii) 300 mm RMT 1151.00 1046.00 1151.00 1045.00

viii) 350 mm RMT 1502.00 1364.00 1502.00 1364.00

ix) 400 mm RMT 2067.00 1878.00 2067.00 1878.00

x) 450 mm RMT 2372.00 2155.00 2373.00 2156.00

xi) 500 mm RMT 2895.00 2630.00 2896.00 2629.00

xii) 600 mm RMT 3719.00 3378.00 3720.00 3378.00

xiii) 700 mm RMT 5305.00 4819.00 5305.00 4818.00

xiv) 800 mm RMT 6738.00 6119.00 6738.00 6119.00

D Class 'NP-II'Collar Joints Rubber Ring

Joints

(For 2.00 M length)

i) 80 mm RMT 290.00 293.00

ii) 100 mm RMT 298.00 304.00

iii) 150 mm RMT 348.00 354.00

iv) 200 mm RMT 407.00 415.00

v) 225 mm RMT 454.00 463.00




2012-13 Rate (Rs.)2013-14


vi) 250 mm RMT 488.00 498.00

vii) 300 mm RMT 652.00 665.00

(For 2.50 M length)

viii) 350 mm RMT 799.00 815.00

ix) 400 mm RMT 928.00 947.00x) 450 mm RMT 1088.00 1110.00

xi) 500 mm RMT 1272.00 1297.00

xii) 600 mm RMT 1679.00 1713.00

xiii) 700 mm RMT 2422.00 2470.00

xiv) 800 mm RMT 2767.00 2822.00

xv) 900 mm RMT 3545.00 3616.00

xvi) 1000 mm RMT 4243.00 4328.00

xvii) 1100 mm RMT 5327.00 5434.00

xviii) 1200 mm RMT 5703.00 5817.00

xix) 1400 mm RMT 6778.00 6914.00

xx) 1600 mm RMT 7782.00 7938.00

xxi) 1800 mm RMT 10901.00 11119.00

E Class 'NP-III' Collar Joints Rubber RingJoints

(For 2.00 M length)

i) 80 mm RMT 328.00 335.00

ii) 100 mm RMT 372.00 379.00

iii) 150 mm RMT 410.00 418.00

iv) 200 mm RMT 612.00 624.00

v) 225 mm RMT 713.00 727.00

vi) 250 mm RMT 763.00 778.00

vii) 300 mm RMT 868.00 885.00

viii) 350 mm RMT 1537.00 1568.00

ix) 400 mm RMT 1722.00 1756.00

x) 450 mm RMT 2047.00 2088.00

xi) 500 mm RMT 2274.00 2319.00

xii) 600 mm RMT 2996.00 3056.00

xiii) 700 mm RMT 4072.00 4153.00

xiv) 800 mm RMT 4851.00 4948.00

xv) 900 mm RMT 5603.00 5715.00

xvi) 1000 mm RMT 6855.00 6992.00

xvii) 1100 mm RMT 7930.00 8089.00




2012-13 Rate (Rs.)2013-14

88 SECTION - I : (VI) R.C.C. PIPES

xviii) 1200 mm RMT 9304.00 9490.00

xix) 1400 mm RMT 11180.00 11404.00

xx) 1600 mm RMT 16292.00 16618.00

xxi) 1800 mm RMT 21550.00 21981.00

F Class 'NP-IV' Collar Joints Rubber RingJoints

i) 80 mm RMT 353.00 360.00

ii) 100 mm RMT 414.00 422.00

iii) 150 mm RMT 469.00 478.00

iv) 200 mm RMT 655.00 668.00

v) 225 mm RMT 774.00 789.00

vi) 250 mm RMT 872.00 889.00

vii) 300 mm RMT 1111.00 1133.00

viii) 350 mm RMT 1687.00 1721.00

ix) 400 mm RMT 1807.00 1843.00

x) 450 mm RMT 2131.00 2174.00

xi) 500 mm RMT 2604.00 2656.00

xii) 600 mm RMT 3185.00 3249.00

xiii) 700 mm RMT 4767.00 4862.00

xiv) 800 mm RMT 5444.00 5553.00

xv) 900 mm RMT 6376.00 6504.00

xvi) 1000 mm RMT 9026.00 9207.00

xvii) 1100 mm RMT 9792.00 9988.00

xviii) 1200 mm RMT 9836.00 10033.00

xix) 1400 mm RMT 15359.00 15666.00

xx) 1600 mm RMT 19148.00 19531.00

xxi) 1800 mm RMT 26249.00 26774.00

2 Lowering, laying and jointing in propergrade and alignment R.C.C. pipes withcollar joints in CM 1:1 proportion orsocketed R.C.C. pipes with rubber joints

(excluding cost of rubber ring or R.C.C.collar), including cost of conveyancefrom stores to site of works, cost of

jointing material, labour, giving hydraulictesting, etc. complete as directed byEngineer-in-charge. (IS-783/1985)

(For all class of pipes) Collar Joints Rubber RingJoints

i) 80 mm RMT 44.00 31.00

ii) 100 mm RMT 53.00 37.00




2012-13 Rate (Rs.)2013-14


iii) 150 mm RMT 80.00 56.00

iv) 200 mm RMT 106.00 75.00

v) 225 mm RMT 124.00 88.00

vi) 250 mm RMT 140.00 98.00

vii) 300 mm RMT 168.00 118.00viii) 350 mm RMT 173.00 121.00

ix) 400 mm RMT 220.00 155.00

x) 450 mm RMT 266.00 185.00

xi) 500 mm RMT 290.00 203.00

xii) 600 mm RMT 367.00 254.00

xiii) 700 mm RMT 416.00 289.00

xiv) 800 mm RMT 482.00 334.00

xv) 900 mm RMT 530.00 369.00

xvi) 1000 mm RMT 580.00 404.00

xvii) 1100 mm RMT 806.00 547.00

xviii) 1200 mm RMT 856.00 582.00

xix) 1400 mm RMT 954.00 652.00

xx) 1600 mm RMT 1052.00 722.00

xxi) 1800 mm RMT 1150.00 792.00





2012-13 Rate (Rs.)2013-14

SECTION - I : (VII) P.S.C. PIPES 91

1 Providing ISI standard Pre-stressedCement concrete pipes of followingclass and diameter including cost of allmaterial and labour required, cost of alltaxes (Central and local), inspectioncharges, transportation to stores / site,unloading and stacking, etc. complete.(IS-784/2001)

i) Factory test pressure :(a) Site test pressure : +0.1N/mm

2, for

working pressure upto 1N/mm2

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

working pressure above 1N/mm2

ii) Site test pressure : 1.5 times workingpressure pertaining to the section or 1.1times static pressure, whichever is more(such pressure is to be controlled within25% of pump head in case of pumpingmain).

iii) Working pressure : The maximumsustained internal pressure excludingsurge to which each portion of pipelinemay be subjected when installed.

Notes : One rubber ring should besupplied with each pipe, cost includedin rates below.

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

i) 350 mm RMT 3400.00 3085.00

ii) 400 mm RMT 3657.00 3318.00

iii) 450 mm RMT 3837.00 3481.00

iv) 500 mm RMT 4225.00 3833.00

v) 600 mm RMT 5078.00 4608.00

vi) 700 mm RMT 5654.00 5130.00

vii) 800 mm RMT 6983.00 6335.00

viii) 900 mm RMT 8684.00 7878.00

ix) 1000 mm RMT 10121.00 9184.00

x) 1100 mm RMT 11560.00 10488.00

xi) 1200 mm RMT 13358.00 12119.00

xii) 1300 mm RMT 15447.00 14014.00

xiii) 1400 mm RMT 16996.00 15419.00

xiv) 1500 mm RMT 19452.00 17648.00

xv) 1600 mm RMT 21575.00 19574.00

xvi) 1700 mm RMT 23699.00 21501.00




2012-13 Rate (Rs.)2013-14


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

i) 350 mm RMT 3411.00 3094.00

ii) 400 mm RMT 3705.00 3362.00

iii) 450 mm RMT 3871.00 3513.00

iv) 500 mm RMT 4315.00 3915.00

v) 600 mm RMT 5321.00 4827.00

vi) 700 mm RMT 6146.00 5577.00

vii) 800 mm RMT 7548.00 6848.00

viii) 900 mm RMT 9409.00 8537.00

ix) 1000 mm RMT 11004.00 9983.00

x) 1100 mm RMT 12590.00 11423.00

xi) 1200 mm RMT 14576.00 13226.00

xii) 1300 mm RMT 16861.00 15299.00

xiii) 1400 mm RMT 18637.00 16909.00

xiv) 1500 mm RMT 21355.00 19376.00

xv) 1600 mm RMT 24097.00 21861.00

xvi) 1700 mm RMT 26838.00 24348.00

xvii) 1800 mm RMT 29579.00 26836.00

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

i) 350 mm RMT 3428.00 3110.00

ii) 400 mm RMT 3757.00 3407.00

iii) 450 mm RMT 4007.00 3635.00

iv) 500 mm RMT 4489.00 4071.00

v) 600 mm RMT 5550.00 5035.00

vi) 700 mm RMT 6396.00 5802.00

vii) 800 mm RMT 7933.00 7197.00

viii) 900 mm RMT 9886.00 8969.00

ix) 1000 mm RMT 11577.00 10505.00

x) 1100 mm RMT 13285.00 12053.00

xi) 1200 mm RMT 15392.00 13964.00

xii) 1300 mm RMT 17821.00 16168.00

xiii) 1400 mm RMT 20144.00 18275.00

xiv) 1500 mm RMT 23092.00 20951.00

xv) 1600 mm RMT 25733.00 23347.00

xvi) 1700 mm RMT 28372.00 25742.00

xvii) 1800 mm RMT 31012.00 28138.00




2012-13 Rate (Rs.)2013-14

94 SECTION - I : (VII) P.S.C. PIPES

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

i) 350 mm RMT 3512.00 3185.00

ii) 400 mm RMT 3855.00 3498.00

iii) 450 mm RMT 4134.00 3750.00

iv) 500 mm RMT 4642.00 4211.00

v) 600 mm RMT 5771.00 5235.00

vi) 700 mm RMT 6683.00 6064.00

vii) 800 mm RMT 8309.00 7539.00

viii) 900 mm RMT 10333.00 9375.00

ix) 1000 mm RMT 12105.00 10984.00

x) 1100 mm RMT 13879.00 12592.00

xi) 1200 mm RMT 16357.00 14842.00

xii) 1300 mm RMT 18944.00 17089.00

xiii) 1400 mm RMT 20960.00 19017.00

xiv) 1500 mm RMT 24004.00 21777.00

xv) 1600 mm RMT 26746.00 24266.00

xvi) 1700 mm RMT 29490.00 26754.00

xvii) 1800 mm RMT 32232.00 29243.00

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

i) 350 mm RMT 3598.00 3263.00

ii) 400 mm RMT 3957.00 3591.00

iii) 450 mm RMT 4262.00 3866.00

iv) 500 mm RMT 4792.00 4348.00

v) 600 mm RMT 5993.00 5437.00

vi) 700 mm RMT 6972.00 6326.00

vii) 800 mm RMT 8688.00 7882.00

viii) 900 mm RMT 10827.00 9823.00

ix) 1000 mm RMT 12915.00 11717.00

x) 1100 mm RMT 14840.00 13464.00

xi) 1200 mm RMT 17205.00 15610.00

xii) 1300 mm RMT 19860.00 18018.00

xiii) 1400 mm RMT 22633.00 20534.00

xiv) 1500 mm RMT 25936.00 23531.00

xv) 1600 mm RMT 29004.00 26315.00

xvi) 1700 mm RMT 32072.00 29099.00

xvii) 1800 mm RMT 35141.00 31883.00




2012-13 Rate (Rs.)2013-14


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

i) 350 mm RMT 3675.00 3335.00

ii) 400 mm RMT 4064.00 3687.00

iii) 450 mm RMT 4391.00 3985.00

iv) 500 mm RMT 4950.00 4492.00

v) 600 mm RMT 6213.00 5637.00

vi) 700 mm RMT 7266.00 6592.00

vii) 800 mm RMT 9063.00 8222.00

viii) 900 mm RMT 12030.00 10915.00

ix) 1000 mm RMT 13539.00 12283.00

x) 1100 mm RMT 16249.00 14740.00

xi) 1200 mm RMT 18754.00 17015.00

xii) 1300 mm RMT 21585.00 19584.00

xiii) 1400 mm RMT 23826.00 21617.00

xiv) 1500 mm RMT 28302.00 25677.00

xv) 1600 mm RMT 31744.00 28800.00

xvi) 1700 mm RMT 35186.00 31923.00

xvii) 1800 mm RMT 38627.00 35044.00

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

i) 350 mm RMT 3761.00 3412.00

ii) 400 mm RMT 4176.00 3788.00

iii) 450 mm RMT 4518.00 4099.00

iv) 500 mm RMT 5105.00 4631.00

v) 600 mm RMT 6434.00 5837.00

vi) 700 mm RMT 7946.00 7210.00

vii) 800 mm RMT 9916.00 8996.00

viii) 900 mm RMT 12542.00 11378.00

ix) 1000 mm RMT 14738.00 13371.00

x) 1100 mm RMT 17008.00 15430.00

xi) 1200 mm RMT 19658.00 17835.00

xii) 1300 mm RMT 22642.00 20542.00

xiii) 1400 mm RMT 29877.00 27107.00

xiv) 1500 mm RMT 33689.00 30564.00

xv) 1600 mm RMT 37971.00 34450.00

xvi) 1700 mm RMT 42252.00 38334.00

xvii) 1800 mm RMT 46533.00 42218.00




2012-13 Rate (Rs.)2013-14


xiii) 1400 mm RMT 784.00

xiv) 1500 mm RMT 989.00

xv) 1600 mm RMT 1112.00

xvi) 1700 mm RMT 1239.00

xvii) 1800 mm RMT 1310.00Notes

1) Only 85% rate is payable till satisfactoryhydraulic testing is given.


jointing and testing is separate, theprincipal contractor shall enter into anagreement with P.S.C. pipemanufacturer for satisfactorymanufacturing, transporting, lowering,laying, jointing and testing of pipes. This

foot note shall appear into the tenderconditions.




2012-13 Rate (Rs.)2013-14

100 SECTION - I : (VIII) B.W.S.C. PIPES

x) 1100 mm RMT 18907.00 17171.00

xi) 1200 mm RMT 21085.00 19149.00

xii) 1300 mm RMT 24621.00 22362.00

xiii) 1400 mm RMT 26410.00 23986.00

xiv) 1500 mm RMT 28184.00 25598.00xv) 1600 mm RMT 30364.00 27577.00

xvi) 1700 mm RMT 32213.00 29256.00

xvii) 1800 mm RMT 34393.00 31237.00

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

i) 350 mm RMT 3710.00 3369.00

ii) 400 mm RMT 4068.00 3694.00

iii) 450 mm RMT 4501.00 4089.00

iv) 500 mm RMT 5013.00 4554.00

v) 600 mm RMT 6517.00 5920.00

vi) 700 mm RMT 7528.00 6838.00

vii) 800 mm RMT 8175.00 7425.00

viii) 900 mm RMT 11421.00 10373.00

ix) 1000 mm RMT 13160.00 11953.00

x) 1100 mm RMT 18913.00 17179.00

xi) 1200 mm RMT 21090.00 19157.00

xii) 1300 mm RMT 24627.00 22367.00

xiii) 1400 mm RMT 26416.00 23992.00xiv) 1500 mm RMT 28192.00 25604.00

xv) 1600 mm RMT 30370.00 27584.00

xvi) 1700 mm RMT 32219.00 29262.00

xvii) 1800 mm RMT 34399.00 31243.00

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

i) 350 mm RMT 3713.00 3373.00

ii) 400 mm RMT 4071.00 3698.00

iii) 450 mm RMT 4506.00 4092.00

iv) 500 mm RMT 5025.00 4564.00

v) 600 mm RMT 6528.00 5928.00

vi) 700 mm RMT 7540.00 6847.00

vii) 800 mm RMT 8186.00 7434.00

viii) 900 mm RMT 11432.00 10383.00

ix) 1000 mm RMT 13172.00 11964.00

x) 1100 mm RMT 18925.00 17187.00




2012-13 Rate (Rs.)2013-14

SECTION - I : (VIII) B.W.S.C. PIPES 101

xi) 1200 mm RMT 21102.00 19165.00

xii) 1300 mm RMT 24638.00 22378.00

xiii) 1400 mm RMT 26427.00 24002.00

xiv) 1500 mm RMT 28203.00 25614.00

xv) 1600 mm RMT 30382.00 27594.00xvi) 1700 mm RMT 32230.00 29272.00

xvii) 1800 mm RMT 34411.00 31253.00

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

i) 350 mm RMT 3717.00 3375.00

ii) 400 mm RMT 4075.00 3702.00

iii) 450 mm RMT 4509.00 4095.00

iv) 500 mm RMT 5040.00 4577.00

v) 600 mm RMT 6544.00 5943.00

vi) 700 mm RMT 7555.00 6862.00

vii) 800 mm RMT 8202.00 7449.00

viii) 900 mm RMT 11437.00 10398.00

ix) 1000 mm RMT 13187.00 11978.00

x) 1100 mm RMT 18941.00 17202.00

xi) 1200 mm RMT 21117.00 19180.00

xii) 1300 mm RMT 24653.00 22392.00

xiii) 1400 mm RMT 26443.00 24016.00


xvi) 1700 mm RMT 32245.00 29286.00

xvii) 1800 mm RMT 34426.00 31268.00

E Working Pressure 12 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3720.00 3379.00

ii) 400 mm RMT 4079.00 3704.00

iii) 450 mm RMT 4513.00 4099.00

iv) 500 mm RMT 5059.00 4597.00

v) 600 mm RMT 6564.00 5961.00

vi) 700 mm RMT 7575.00 6880.00

vii) 800 mm RMT 9368.00 8507.00

viii) 900 mm RMT 11448.00 10398.00

ix) 1000 mm RMT 14231.00 12925.00

x) 1100 mm RMT 18960.00 17221.00

xi) 1200 mm RMT 21138.00 19200.00




2012-13 Rate (Rs.)2013-14

SECTION - I : (VIII) B.W.S.C. PIPES 103

xiii) 1400 mm RMT 31490.00 28601.00

xiv) 1500 mm RMT 35119.00 31896.00

xv) 1600 mm RMT 39052.00 35470.00

xvi) 1700 mm RMT 43349.00 39371.00

xvii) 1800 mm RMT 48369.00 43932.00H Working Pressure 18 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3732.00 3391.00

ii) 400 mm RMT 4148.00 3767.00

iii) 450 mm RMT 4833.00 4389.00

iv) 500 mm RMT 5691.00 5168.00

v) 600 mm RMT 7444.00 6761.00

vi) 700 mm RMT 9785.00 8888.00

vii) 800 mm RMT 11550.00 10491.00

viii) 900 mm RMT 14275.00 12966.00

ix) 1000 mm RMT 17415.00 15817.00

x) 1100 mm RMT 20957.00 19033.00

xi) 1200 mm RMT 24417.00 22177.00

xii) 1300 mm RMT 28992.00 26333.00

xiii) 1400 mm RMT 33132.00 30092.00

xiv) 1500 mm RMT 36595.00 33237.00

xv) 1600 mm RMT 41512.00 37703.00

xvi) 1700 mm RMT 46039.00 41816.00xvii) 1800 mm RMT 50958.00 46283.00

I Working Pressure 20 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3719.00 3379.00

ii) 400 mm RMT 4380.00 3979.00

iii) 450 mm RMT 5004.00 4544.00

iv) 500 mm RMT 6065.00 5509.00

v) 600 mm RMT 7935.00 7207.00

vi) 700 mm RMT 10317.00 9371.00

vii) 800 mm RMT 12595.00 11439.00

viii) 900 mm RMT 15551.00 14125.00

ix) 1000 mm RMT 19029.00 17282.00

x) 1100 mm RMT 22835.00 20741.00

xi) 1200 mm RMT 26549.00 24114.00

xii) 1300 mm RMT 31538.00 28644.00

xiii) 1400 mm RMT 36348.00 33012.00




2012-13 Rate (Rs.)2013-14

104 SECTION - I : (VIII) B.W.S.C. PIPES

xiv) 1500 mm RMT 40934.00 37179.00

xv) 1600 mm RMT 45721.00 41525.00

xvi) 1700 mm RMT 51075.00 46389.00

xvii) 1800 mm RMT 56537.00 51351.00

Notes1) For lowering and laying and for pouring

of cement mortar in the field on joints(after laying and welding), rates as perPSC pipes - lowering, laying and

jointing shall be adopted.

2) For field welding, rates applicable forsimilar welding in M.S. pipes given inthat section shall be adopted.


jointing and testing is separate, the

principal contractor shall enter into anagreement with B.W.S.C. pipemanufacturer for satisfactorymanufacturing, transporting, lowering,laying, jointing and testing of pipes. Thisfoot note shall appear into the tenderconditions.

4) No negative tolerance shall be acceptedfor the M.S. shell thickness of B.W.S.C.pipes over the thickness mentioned inEN-641 of AWWA C-303.




2012-13 Rate (Rs.)2013-14

SECTION - I : (IX) G.R.P./F.R.P. PIPES 105

1 Providing and supplying Glass FibreReinforced Polyester Pipes conformingto BIS-12709 / BIS-14402 with doublebell REKA GRP couplings, EPDMrubber gaskets for sealing of followingpressure, diameter and stiffness, classincluding cost of all material and labour,required, cost of all taxes (Central andstate govt.), insurance, transportation tosite of work / stores, unloading andstacking, etc. complete.

A Class (SN) 2500

a) 3 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1371.00 1229.00

ii) 350 mm RMT 1586.00 1422.00

iii) 400 mm RMT 1745.00 1565.00

iv) 450 mm RMT 1965.00 1761.00

v) 500 mm RMT 2222.00 1992.00

vi) 600 mm RMT 2855.00 2559.00

vii) 700 mm RMT 3548.00 3181.00

viii) 800 mm RMT 4357.00 3906.00

ix) 900 mm RMT 5324.00 4773.00

x) 1000 mm RMT 6315.00 5662.00

xi) 1100 mm RMT 7677.00 6883.00

xii) 1200 mm RMT 8938.00 8013.00

xiii) 1300 mm RMT 10121.00 9074.00

xiv) 1400 mm RMT 11685.00 10477.00

xv) 1500 mm RMT 13280.00 11907.00

xvi) 1600 mm RMT 15466.00 13867.00

xvii) 1700 mm RMT 18269.00 16573.00

xviii) 1800 mm RMT 19935.00 18085.00

xix) 1900 mm RMT 22284.00 20216.00

xx) 2000 mm RMT 24092.00 21856.00

xxi) 2100 mm RMT 26923.00 24424.00

xxii) 2200 mm RMT 28899.00 26217.00

xxiii) 2300 mm RMT 31232.00 28333.00

xxiv) 2400 mm RMT 33384.00 30286.00

b) 6 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1422.00 1275.00

ii) 350 mm RMT 1626.00 1458.00




2012-13 Rate (Rs.)2013-14

106 SECTION - I : (IX) G.R.P./F.R.P. PIPES

iii) 400 mm RMT 1827.00 1638.00

iv) 450 mm RMT 2029.00 1819.00

v) 500 mm RMT 2307.00 2068.00

vi) 600 mm RMT 2988.00 2679.00

vii) 700 mm RMT 3715.00 3331.00viii) 800 mm RMT 4552.00 4081.00

ix) 900 mm RMT 5545.00 4972.00

x) 1000 mm RMT 6595.00 5913.00

xi) 1100 mm RMT 7992.00 7166.00

xii) 1200 mm RMT 9249.00 8293.00

xiii) 1300 mm RMT 10583.00 9489.00

xiv) 1400 mm RMT 12109.00 10857.00

xv) 1500 mm RMT 13814.00 12385.00

xvi) 1600 mm RMT 16111.00 14445.00

xvii) 1700 mm RMT 19038.00 17271.00

xviii) 1800 mm RMT 20715.00 18793.00

xix) 1900 mm RMT 23181.00 21029.00

xx) 2000 mm RMT 25033.00 22710.00

xxi) 2100 mm RMT 27987.00 25389.00

xxii) 2200 mm RMT 30159.00 27360.00

xxiii) 2300 mm RMT 32504.00 29488.00

xxiv) 2400 mm RMT 34710.00 31489.00c) 9 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1468.00 1316.00

ii) 350 mm RMT 1706.00 1530.00

iii) 400 mm RMT 1902.00 1705.00

iv) 450 mm RMT 2157.00 1933.00

v) 500 mm RMT 2445.00 2192.00

vi) 600 mm RMT 3171.00 2843.00

vii) 700 mm RMT 3949.00 3541.00

viii) 800 mm RMT 4919.00 4410.00

ix) 900 mm RMT 6009.00 5387.00

x) 1000 mm RMT 7114.00 6378.00

xi) 1100 mm RMT 8598.00 7708.00

xii) 1200 mm RMT 9983.00 8950.00

xiii) 1300 mm RMT 11527.00 10335.00

xiv) 1400 mm RMT 13245.00 11875.00




2012-13 Rate (Rs.)2013-14


xv) 1500 mm RMT 15044.00 13488.00

xvi) 1600 mm RMT 17564.00 15747.00

xvii) 1700 mm RMT 20797.00 18867.00

xviii) 1800 mm RMT 22744.00 20633.00

xix) 1900 mm RMT 25266.00 22921.00xx) 2000 mm RMT 27416.00 24872.00

xxi) 2100 mm RMT 30510.00 27678.00

xxii) 2200 mm RMT 32799.00 29755.00

xxiii) 2300 mm RMT 35415.00 32129.00

xxiv) 2400 mm RMT 38193.00 34649.00

d) 12 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1556.00 1395.00

ii) 350 mm RMT 1796.00 1610.00

iii) 400 mm RMT 2000.00 1793.00

iv) 450 mm RMT 2613.00 2342.00

v) 500 mm RMT 2264.00 2029.00

vi) 600 mm RMT 3407.00 3054.00

vii) 700 mm RMT 4225.00 3788.00

viii) 800 mm RMT 5234.00 4693.00

ix) 900 mm RMT 6418.00 5754.00

x) 1000 mm RMT 7650.00 6859.00

xi) 1100 mm RMT 9377.00 8406.00xii) 1200 mm RMT 10936.00 9805.00

xiii) 1300 mm RMT 12378.00 11097.00

xiv) 1400 mm RMT 14246.00 12772.00

xv) 1500 mm RMT 16289.00 14604.00

xvi) 1600 mm RMT 18892.00 16938.00

xvii) 1700 mm RMT 22414.00 20334.00

xviii) 1800 mm RMT 24573.00 22293.00

xix) 1900 mm RMT 27200.00 24676.00

xx) 2000 mm RMT 29580.00 26835.00

xxi) 2100 mm RMT 32976.00 29916.00

xxii) 2200 mm RMT 35587.00 32284.00

e) 15 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1620.00 1452.00

ii) 350 mm RMT 1871.00 1677.00

iii) 400 mm RMT 2080.00 1865.00




2012-13 Rate (Rs.)2013-14


iv) 450 mm RMT 2398.00 2150.00

v) 500 mm RMT 2756.00 2471.00

vi) 600 mm RMT 3642.00 3265.00

vii) 700 mm RMT 4543.00 4073.00


x) 1000 mm RMT 8292.00 7434.00

xi) 1100 mm RMT 10173.00 9121.00

xii) 1200 mm RMT 11804.00 10583.00

xiii) 1300 mm RMT 13549.00 12147.00

xiv) 1400 mm RMT 15595.00 13982.00

xv) 1500 mm RMT 17692.00 15862.00

xvi) 1600 mm RMT 20527.00 18404.00

xvii) 1700 mm RMT 24695.00 22403.00

xviii) 1800 mm RMT 26988.00 24483.00

xix) 1900 mm RMT 30134.00 27338.00

xx) 2000 mm RMT 32796.00 29752.00

B Class (SN) 5000


i) 300 mm RMT 1470.00 1317.00

ii) 350 mm RMT 1724.00 1546.00


v) 500 mm RMT 2472.00 2216.00

vi) 600 mm RMT 3222.00 2889.00

vii) 700 mm RMT 4033.00 3616.00

viii) 800 mm RMT 4999.00 4482.00

ix) 900 mm RMT 6155.00 5519.00

x) 1000 mm RMT 7321.00 6564.00

xi) 1100 mm RMT 8874.00 7956.00

xii) 1200 mm RMT 10401.00 9325.00

xiii) 1300 mm RMT 11843.00 10618.00

xiv) 1400 mm RMT 13612.00 12204.00

xv) 1500 mm RMT 15533.00 13926.00

xvi) 1600 mm RMT 18058.00 16190.00

xvii) 1700 mm RMT 21385.00 19400.00

xviii) 1800 mm RMT 23454.00 21277.00




2012-13 Rate (Rs.)2013-14


xix) 1900 mm RMT 26105.00 23682.00

xx) 2000 mm RMT 28394.00 25758.00

xxi) 2100 mm RMT 31611.00 28677.00

xxii) 2200 mm RMT 34120.00 30954.00

b) 6 Kg/cm²With E.D. Without E.D.

i) 300 mm RMT 1492.00 1338.00

ii) 350 mm RMT 1753.00 1572.00

iii) 400 mm RMT 1938.00 1737.00

iv) 450 mm RMT 2209.00 1980.00

v) 500 mm RMT 2545.00 2282.00

vi) 600 mm RMT 3292.00 2952.00

vii) 700 mm RMT 4136.00 3708.00

viii) 800 mm RMT 5119.00 4589.00

ix) 900 mm RMT 6305.00 5653.00

x) 1000 mm RMT 7485.00 6711.00

xi) 1100 mm RMT 9154.00 8208.00

xii) 1200 mm RMT 10641.00 9540.00

xiii) 1300 mm RMT 12160.00 10902.00

xiv) 1400 mm RMT 13952.00 12509.00

xv) 1500 mm RMT 15896.00 14252.00

xvi) 1600 mm RMT 18502.00 16589.00

xvii) 1700 mm RMT 21907.00 19874.00xviii) 1800 mm RMT 24020.00 21791.00

xix) 1900 mm RMT 26757.00 24274.00

xx) 2000 mm RMT 29152.00 26446.00

xxi) 2100 mm RMT 32429.00 29420.00

xxii) 2200 mm RMT 35057.00 31804.00

c) 9 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1547.00 1387.00

ii) 350 mm RMT 1813.00 1625.00

iii) 400 mm RMT 2040.00 1829.00

iv) 450 mm RMT 2323.00 2082.00

v) 500 mm RMT 2657.00 2382.00

vi) 600 mm RMT 3650.00 3273.00

vii) 700 mm RMT 4334.00 3886.00

viii) 800 mm RMT 5582.00 5005.00

ix) 900 mm RMT 6590.00 5909.00




2012-13 Rate (Rs.)2013-14


x) 1000 mm RMT 7861.00 7049.00

xi) 1100 mm RMT 12694.00 11381.00

xii) 1200 mm RMT 14442.00 12948.00

xiii) 1300 mm RMT 16271.00 14588.00


xvi) 1600 mm RMT 23703.00 21252.00

xvii) 1700 mm RMT 28204.00 25586.00

xviii) 1800 mm RMT 30732.00 27880.00

d) 12 Kg/cm² With E.D. Without E.D.

i) 300 mm RMT 1591.00 1426.00

ii) 350 mm RMT 1887.00 1692.00

iii) 400 mm RMT 2086.00 1870.00

iv) 450 mm RMT 2415.00 2165.00

v) 500 mm RMT 2758.00 2473.00

vi) 600 mm RMT 3642.00 3265.00

vii) 700 mm RMT 4591.00 4116.00

viii) 800 mm RMT 5666.00 5080.00

ix) 900 mm RMT 7076.00 6344.00

x) 1000 mm RMT 8322.00 7461.00

xi) 1100 mm RMT 10229.00 9170.00


xiv) 1400 mm RMT 15698.00 14074.00

xv) 1500 mm RMT 17831.00 15986.00

xvi) 1600 mm RMT 20607.00 18476.00

xvii) 1700 mm RMT 24516.00 22241.00

xviii) 1800 mm RMT 26951.00 24450.00

xix) 1900 mm RMT 29866.00 27095.00


i) 300 mm RMT 1647.00 1477.00

ii) 350 mm RMT 1962.00 1758.00

iii) 400 mm RMT 2193.00 1966.00

iv) 450 mm RMT 2533.00 2271.00

v) 500 mm RMT 2890.00 2591.00

vi) 600 mm RMT 3836.00 3439.00

vii) 700 mm RMT 4827.00 4328.00




2012-13 Rate (Rs.)2013-14

SECTION - I : (X) H.D.P.E. PIPES 113

1 Providing and supplying in standardlengths Polyethelene Pipes conformingto IS-4984/14151/12786/13488 withnecessary jointing material likemechanical 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/ unloadingcharges, conveyance to thedepartmental stores/ site and stackingthe same in closed shade dulyprotecting from sunrays and rains, etc.complete.

A P.E. 100


i) 63 mm RMT 91.00 84.00

ii) 75 mm RMT 132.00 119.00

iii) 90 mm RMT 184.00 167.00

iv) 110 mm RMT 267.00 242.00

v) 125 mm RMT 364.00 330.00

vi) 140 mm RMT 457.00 415.00

vii) 160 mm RMT 592.00 538.00

viii) 180 mm RMT 746.00 678.00

ix) 200 mm RMT 876.00 794.00

x) 225 mm RMT 1129.00 1024.00xi) 250 mm RMT 1385.00 1257.00

xii) 280 mm RMT 1737.00 1576.00

xiii) 315 mm RMT 2201.00 1997.00

xiv) 355 mm RMT 2790.00 2531.00

xv) 400 mm RMT 3654.00 3315.00

xvi) 450 mm RMT 4814.00 4368.00

xvii) 500 mm RMT 5953.00 5400.00

xviii) 560 mm RMT 7451.00 6760.00

xix) 630 mm RMT 9385.00 8509.00

xx) 710 mm RMT 11891.00 10986.00

xxi) 800 mm RMT 14336.00 13244.00

xxii) 900 mm RMT 18161.00 16778.00

xxiii) 1000 mm RMT 22394.00 20690.00

b) 8 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 116.00 105.00




2012-13 Rate (Rs.)2013-14

114 SECTION - I : (X) H.D.P.E. PIPES

ii) 75 mm RMT 172.00 156.00

iii) 90 mm RMT 231.00 209.00

iv) 110 mm RMT 340.00 308.00

v) 125 mm RMT 461.00 418.00

vi) 140 mm RMT 576.00 524.00vii) 160 mm RMT 750.00 680.00

viii) 180 mm RMT 945.00 857.00

ix) 200 mm RMT 1113.00 1010.00

x) 225 mm RMT 1430.00 1297.00

xi) 250 mm RMT 1762.00 1598.00

xii) 280 mm RMT 2210.00 2004.00

xiii) 315 mm RMT 2794.00 2536.00

xiv) 355 mm RMT 3537.00 3209.00

xv) 400 mm RMT 4645.00 4215.00

xvi) 450 mm RMT 6212.00 5635.00

xvii) 500 mm RMT 7663.00 6951.00

xviii) 560 mm RMT 9618.00 8725.00

xix) 630 mm RMT 12109.00 10978.00

xx) 710 mm RMT 15344.00 14176.00

xxi) 800 mm RMT 18509.00 17100.00

xxii) 900 mm RMT 23430.00 21646.00

xxiii) 1000 mm RMT 22868.00 21127.00c) 10 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 145.00 131.00

ii) 75 mm RMT 204.00 185.00

iii) 90 mm RMT 290.00 264.00

iv) 110 mm RMT 428.00 389.00

v) 125 mm RMT 552.00 501.00

vi) 140 mm RMT 690.00 625.00

vii) 160 mm RMT 895.00 813.00

viii) 180 mm RMT 1136.00 1031.00

ix) 200 mm RMT 1331.00 1208.00

x) 225 mm RMT 1704.00 1547.00

xi) 250 mm RMT 2129.00 1931.00

xii) 280 mm RMT 2628.00 2385.00

xiii) 315 mm RMT 3376.00 3062.00

xiv) 355 mm RMT 4236.00 3843.00




2012-13 Rate (Rs.)2013-14


xv) 400 mm RMT 5643.00 5118.00

xvi) 450 mm RMT 7509.00 6811.00

xvii) 500 mm RMT 9280.00 8418.00

xviii) 560 mm RMT 11161.00 10124.00

xix) 630 mm RMT 14659.00 13289.00xx) 710 mm RMT 18618.00 16880.00

xxi) 800 mm RMT 22441.00 20346.00

xxii) 900 mm RMT 22710.00 20589.00

xxiii) 1000 mm RMT 28067.00 25445.00

d) 12.5 Kg/cm² With E.D. Without E.D.

i) 63 mm RMT 169.00 154.00

ii) 75 mm RMT 239.00 217.00

iii) 90 mm RMT 345.00 314.00

iv) 110 mm RMT 508.00 461.00

v) 125 mm RMT 656.00 595.00

vi) 140 mm RMT 822.00 746.00

vii) 160 mm RMT 1070.00 971.00

viii) 180 mm RMT 1354.00 1228.00

ix) 200 mm RMT 1591.00 1443.00

x) 225 mm RMT 2053.00 1862.00

xi) 250 mm RMT 2525.00 2290.00


xiv) 355 mm RMT 5089.00 4617.00

xv) 400 mm RMT 6688.00 6068.00

xvi) 450 mm RMT 8938.00 8108.00

xvii) 500 mm RMT 11015.00 9994.00

xviii) 560 mm RMT 13808.00 12528.00

xix) 630 mm RMT 17623.00 15978.00

xx) 710 mm RMT 18175.00 16478.00

xxi) 800 mm RMT 21902.00 19857.00

xxii) 900 mm RMT 27748.00 25156.00

xxiii) 1000 mm RMT 33795.00 30639.00


i) 63 mm RMT 205.00 185.00

ii) 75 mm RMT 288.00 262.00

iii) 90 mm RMT 414.00 375.00




2012-13 Rate (Rs.)2013-14


iv) 110 mm RMT 612.00 554.00

v) 125 mm RMT 790.00 717.00

vi) 140 mm RMT 986.00 894.00

vii) 160 mm RMT 1293.00 1173.00


x) 225 mm RMT 3550.00 3221.00

xi) 250 mm RMT 4379.00 3973.00

xii) 280 mm RMT 5493.00 4983.00

xiii) 315 mm RMT 6943.00 6300.00

xiv) 355 mm RMT 8809.00 7990.00

xv) 400 mm RMT 11410.00 10352.00

xvi) 450 mm RMT 14463.00 13120.00

xvii) 500 mm RMT 17835.00 16180.00

xviii) 560 mm RMT 13650.00 12375.00

xix) 630 mm RMT 17294.00 15679.00

xx) 710 mm RMT 22006.00 19951.00

xxi) 800 mm RMT 26511.00 24035.00

xxii) 900 mm RMT 33558.00 30424.00

xxiii) 1000 mm RMT 41199.00 37353.00

2 Providing and supplying in standardlengths Polyethelene (PE) Pipes for non

pressure underground drainage andsewerage with smooth internal andcorrugated (profiled) external surfacewith anti rodent property conforming toISO-21138-3:2007 with necessary

jointing material like mechanicalconnectors, i.e. thread/ insert joint/quick release coupler joint/ compressionfitting joint or flanged joint, including alltaxes (Central and local), transportationand freight charges, inspection charges,loading/ unloading charges,conveyance to the departmental stores/

site and stacking the same in closedshade duly protecting from sunrays andrains, etc. complete.

H.D.P.E. pipes for Drainage

Class SN4

i) 160 mm (OD) RMT 280.00

ii) 175 mm (OD) RMT 320.00

iii) 200 mm (OD) RMT 400.00




2012-13 Rate (Rs.)2013-14


iv) 250 mm (OD) RMT 592.00

v) 315 mm (OD) RMT 840.00

Class SN8

i) 160 mm (OD) RMT 304.00

ii) 175 mm (OD) RMT 365.00iii) 200 mm (OD) RMT 440.00

iv) 250 mm (OD) RMT 840.00

v) 315 mm (OD) RMT 1056.00

3 Lowering, laying and jointing H.D.P.E./M.D.P.E. pipes in proper positionincluding all specials by compressionfitting / electrofusion and butt fusion

jointing procedure including hydraulictesting as per relevant IS codecomplete with all materials for jointing

procedures like Electrofusion machine,Electric mirror/heater, Butt fusionwelding machine with hydraulic jack, toploading clamp, etc., pump andaccessories for hydraulic testing and alllabour as directed by Engineer-in-charge as per IS-7634 Part II.

i) 20 mm RMT 10.00

ii) 25 mm RMT 15.00


iv) 40 mm RMT 25.00

v) 50 mm RMT 30.00

vi) 63 mm RMT 37.00



ix) 110 mm RMT 58.00

x) 125 mm RMT 66.00

xi) 140 mm RMT 89.00

xii) 160 mm RMT 95.00


xiv) 200 mm RMT 106.00

xv) 225 mm RMT 136.00

xvi) 250 mm RMT 141.00

xvii) 280 mm RMT 174.00

xviii) 315 mm RMT 191.00

xix) 355 mm RMT 209.00




2012-13 Rate (Rs.)2013-14


xx) 400 mm RMT 211.00

xxi) 450 mm RMT 238.00

xxii) 500 mm RMT 308.00

xxiii) 560 mm RMT 345.00

xxiv) 630 mm RMT388.00

4 Lowering, laying and jointing H.D.P.E.Double Wall Corrugated Pipes for nonpressure Underground drainage andSewerage applications and specials offollowing class and diameter includingcost of conveyance from stores to siteof works including cost of all labour,material except O ring coupler givingsatisfactory hydraulic testing as perrelevant ISO, etc. complete.

Rate for SN4 and SN8

i) 160 mm (OD) RMT 32.00

ii) 175 mm (OD) RMT 36.00

iii) 200 mm (OD) RMT 39.00

iv) 250 mm (OD) RMT 49.00

v) 315 mm (OD) RMT 60.00




2012-13 Rate (Rs.)2013-14

120 SECTION - I : (XI) M.D.P.E. PIPES

viii) 110 mm RMT 526.00 468.00

ix) 125 mm RMT 684.00 609.00

x) 140 mm RMT 854.00 760.00

xi) 160 mm RMT 1118.00 995.00


xiv) 225 mm RMT 2248.00 2001.00

xv) 250 mm RMT 2770.00 2479.00

xvi) 280 mm RMT 3471.00 3089.00

xvii) 315 mm RMT 4400.00 3916.00

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 2060xii) 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 122.00 108.00

ii) 75 mm RMT 171.00 152.00

iii) 90 mm RMT 247.00 220.00

iv) 110 mm RMT 367.00 327.00

v) 125 mm RMT 470.00 418.00

vi) 140 mm RMT 589.00 524.00

vii) 160 mm RMT 771.00 686.00

viii) 180 mm RMT 977.00 870.00

ix) 200 mm RMT 1203.00 1071.00

x) 225 mm RMT 1528.00 1360.00

xi) 250 mm RMT 1875.00 1705.00




2012-13 Rate (Rs.)2013-14

SECTION - I : (XI) M.D.P.E. PIPES 121

xii) 280 mm RMT 2399.00 2135.00

xiii) 315 mm RMT 3040.00 2705.00

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

i) 63 mm RMT 94.00 84.00


iv) 110 mm RMT 284.00 258.00

v) 125 mm RMT 374.00 326.00

vi) 140 mm RMT 460.00 410.00

vii) 160 mm RMT 602.00 536.00

viii) 180 mm RMT 756.00 672.00

ix) 200 mm RMT 939.00 836.00

x) 225 mm RMT 1189.00 1058.00

xi) 250 mm RMT 1452.00 1293.00

xii) 280 mm RMT 1836.00 1634.00

xiii) 315 mm RMT 2309.00 2055.00

2 Providing and supply of Electro FusionFittings in accordance with BS EN-12201/Part-3 suitable for drinking waterwithin black/ blue colour manufacturedfrom compounded PE-80 / PE-100virgin polymer and compatible withPE-80 / PE-100 pipes, in pressurerating SDR11 with min PN 12.5 rated

for water application and shall beinclusive of all cost such as testing, alltaxes related to central, state andmunicipal, inspection charges,transportation upto site, transitinsurance, loading, unloading, stacking,etc. complete.

A Couplers With E.D. Without E.D.

i) 20 No 100.00

ii) 25 No 100.00

iii) 32 No 100.00

iv) 40 No 173.00

v) 50 No 217.00

vi) 63 No 257.00

vii) 75 No 435.00

viii) 90 No 476.00

ix) 110 No 664.00

x) 125 No 675.00




2012-13 Rate (Rs.)2013-14


xi) 140 No 1446.00

xii) 160 No 1569.00

xiii) 180 No 2254.00

xiv) 200 No 2530.00

xv) 225 No 3189.00xvi) 250 No 4973.00

xvii) 280 No 5600.00

xviii) 315 No 6116.00

B Equal Tee With E.D.

i) 20 No 210.00

ii) 25 No 210.00

iii) 32 No 210.00

iv) 40 No 463.00

v) 50 No 473.00

vi) 63 No 775.00

vii) 75 No 1135.00

viii) 90 No 1620.00

ix) 110 No 2250.00

x) 125 No 3104.00

xi) 160 No 5380.00

xii) 180 No 6758.00

xiii) 200 No 10832.00xiv) 225 No 12215.00

xv) 250 No 17895.00

C Elbow 90 Deg. With E.D.

i) 20 No 112.00

ii) 25 No 112.00

iii) 32 No 113.00

iv) 40 No 153.00

v) 50 No 181.00

vi) 63 No 252.00

vii) 75 No 394.00

viii) 90 No 465.00

ix) 110 No 641.00

x) 125 No 816.00

xi) 160 No 1786.00

xii) 180 No 2070.00




2012-13 Rate (Rs.)2013-14


xiii) 200 No 2679.00

xiv) 225 No 5840.00

xv) 250 No 10943.00

D Elbow 45 Deg. With E.D.

i) 32 No 120.00ii) 40 No 145.00

iii) 50 No 172.00

iv) 63 No 240.00

v) 75 No 374.00

vi) 90 No 442.00

vii) 110 No 641.00

viii) 125 No 816.00

ix) 160 No 1503.00

x) 180 No 1970.00

xi) 200 No 2070.00

xii) 225 No 2679.00

xiii) 250 No 5840.00

E Reducer With E.D.

i) 25 x 20 No 150.00

ii) 32 x 20 No 158.00

iii) 32 x 25 No 165.00

iv) 40 x 32 No 179.00v) 50 x 32 No 179.00

vi) 50 x 40 No 179.00

vii) 63 x 32 No 217.00

viii) 63 x 40 No 217.00

ix) 63 x 50 No 217.00

x) 90 x 63 No 536.00

xi) 110 x 75 No 697.00

xii) 110 x 90 No 697.00

xiii) 125 x 90 No 774.00

xiv) 160 x 110 No 1369.00

xv) 180 x 125 No 1705.00

xvi) 200 x 160 No 2020.00

xvii) 225 x 160 No 2955.00

xviii) 250 x 160 No 4082.00

xix) 250 x 200 No 4465.00




2012-13 Rate (Rs.)2013-14


F End Cap With E.D.

i) 20 No 40.00

ii) 25 No 40.00

iii) 32 No 55.00

iv) 40 No 60.00

v) 50 No 64.00

vi) 63 No 84.00

vii) 75 No 308.00

viii) 90 No 351.00

ix) 110 No 493.00

x) 125 No 624.00

xi) 140 No 1021.00

xii) 160 No 1106.00

xiii) 180 No 1286.00

xiv) 200 No 2055.00

xv) 225 No 3530.00

xvi) 250 No 4550.00

xvii) 315 No 7527.00

G Ferrule Tapping Tee With E.D.

1 63 x ½" No 757.00

2 63 x ¾" No 757.00

3 63 x 1" No 757.00

4 75 x ½" No 757.00

5 75 x ¾" No 757.00

6 75 x 1" No 757.00

7 90 x ½" No 757.00

8 90 x ¾" No 757.00

9 90 x 1" No 757.00

10 90 x 1¼" No 982.00

11 90 x 1½" No 982.00

12 90 x 2" No 982.00

13 110 x ½" No 757.00

14 110 x ¾" No 757.00

15 110 x 1" No 757.00

16 110 x 1¼" No 982.00

17 100 x 1½" No 982.00




2012-13 Rate (Rs.)2013-14


18 110 x 2" No 982.00

19 160 x ½" No 757.00

20 160 x ¾" No 757.00

21 160 x 1" No 757.00

22 160 x 1¼" No 1070.0023 160 x 1½" No 1070.00

24 160 x 2" No 1070.00

25 200 x ½" No 1068.00

26 200 x ¾" No 1068.00

27 200 x 1" No 1068.00

28 200 x 1¼" No 1540.00

29 200 x 1½" No 1540.00

30 200 x 2" No 1540.00

31 250 x ½" No 1068.00

32 250 x ¾" No 1068.00

33 250 x 1" No 1068.00

34 250 x 1¼" No 1540.00

35 250 x 1½" No 1540.00

36 250 x 2" No 1540.00

37 315 x ½" No 1271.00

38 315 x ¾" No 1271.00

39 315 x 1" No 1271.0040 315 x 1¼" No 1726.00

41 315 x 1½" No 1726.00

42 315 x 2" No 1726.00

3 Providing and supply of Compressionfittings, PN-16 rated in conformation toISO-14236/2000 and shall be tested asper ISO-3459, ISO-3501 and ISO-3503,suitable for drinking water and approvedby WRAS, UK/ KIWA etc. in food gradepolypropylene and shall be inclusive of

all cost such as testing, all taxes relatedto central, state and municipal,inspection charges, transportation uptosite, transit insurance, loading,unloading, stacking, etc. complete.

A Male Adaptor With E.D.

i) 20 x ½" No 68.00

ii) 25 x ¾" No 78.00

iii) 32 x 1" No 100.00




2012-13 Rate (Rs.)2013-14


iv) 40 x 1¼" No 184.00

v) 50 x 1½" No 241.00

vi) 63 x 2" No 344.00

B Female Adaptor With E.D.

i) 20 x ½" No 73.00ii) 25 x ¾" No 86.00

iii) 32 x 1" No 108.00

iv) 40 x 1¼" No 202.00

v) 50 x 1½" No 259.00

vi) 63 x 2" No 365.00

C Coupling With E.D.

i) 20 x 20 No 70.00

ii) 25 x 25 No 77.00

iii) 32 x 32 No 98.00

iv) 40 x 40 No 187.00

v) 50 x 50 No 240.00

vi) 63 x 63 No 347.00

D Reducing Coupling With E.D.

i) 25 x 20 No 128.00

ii) 32 x 20 No 169.00

iii) 32 x 25 No 169.00

iv) 40 x 25 No 289.00v) 40 x 32 No 289.00

vi) 50 x 32 No 374.00

vii) 50 x 40 No 374.00

viii) 63 x 50 No 530.00

E Elbow 90 Deg. With E.D.

i) 20 No 130.00

ii) 25 No 155.00

iii) 32 No 190.00

iv) 40 No 312.00

v) 50 No 443.00

vi) 63 No 600.00

F Elbow 90 Deg. threaded male off take With E.D.

i) 20 x ½" No 78.00

ii) 25 x ¾" No 95.00

iii) 32 x 1" No 123.00




2012-13 Rate (Rs.)2013-14

SECTION - I : (XII) P.C.C. PIPES 129

1 Providing and supplying PrestressedConcrete Cylinder Pipes suitable forsliding overlap weld joint or confinedrubber ring joint with necessary rubberring of following class and diameterincluding cost of all taxes (Central andlocal), inspection charges,transportation to site of work / stores,transit insurance, unloading & stacking,etc. complete.

(As per IS784:2001)

i) Factory test pressure :(a) Site test pressure : +0.1N/mm

2, for

working pressure upto 1N/mm2

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

working pressure above 1N/mm2

ii) Site test pressure : 1.5 times workingpressure pertaining to the section or 1.1times static pressure, whichever is more

(such pressure is to be controlled within25% of pump head in case of pumpingmain).iii) Working pressure : The maximumsustained internal pressure excludingsurge to which each portion of pipelinemay be subjected when installed.

A TP 4 Kg/cm² With E.D. Without E.D.

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




2012-13 Rate (Rs.)2013-14

130 SECTION - I : (XII) P.C.C. PIPES

B TP 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 5449.00v) 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

xvii) 1800 mm RMT 26797.00 24339.00

C TP 7 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4475.00 4063.00

ii) 400 mm RMT 4951.00 4496.00


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




2012-13 Rate (Rs.)2013-14


F TP 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 5602.00v) 600 mm RMT 7523.00 6833.00

vi) 700 mm RMT 8774.00 7968.00

vii) 800 mm RMT 10188.00 9254.00

viii) 900 mm RMT 12254.00 11131.00

ix) 1000 mm RMT 14228.00 12922.00

x) 1100 mm RMT 16181.00 14696.00

xi) 1200 mm RMT 18513.00 16814.00

xii) 1300 mm RMT 20751.00 18848.00

xiii) 1400 mm RMT 22699.00 20617.00

xiv) 1500 mm RMT 23631.00 21462.00

xv) 1600 mm RMT 25113.00 22809.00

xvi) 1700 mm RMT 26596.00 24155.00

xvii) 1800 mm RMT 28078.00 25502.00

G TP 13 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4562.00 4143.00

ii) 400 mm RMT 5069.00 4604.00


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




2012-13 Rate (Rs.)2013-14


H TP 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 5703.00v) 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 TP 17 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4636.00 4212.00

ii) 400 mm RMT 5162.00 4689.00


v) 600 mm RMT 7771.00 7057.00

vi) 700 mm RMT 9076.00 8244.00

vii) 800 mm RMT 10728.00 9745.00

viii) 900 mm RMT 12889.00 11705.00

ix) 1000 mm RMT 14955.00 13581.00

x) 1100 mm RMT 16964.00 15408.00

xi) 1200 mm RMT 19440.00 17656.00

xii) 1300 mm RMT 21844.00 19840.00

xiii) 1400 mm RMT 24628.00 22367.00

xiv) 1500 mm RMT 25558.00 23214.00

xv) 1600 mm RMT 27041.00 24560.00

xvi) 1700 mm RMT 28524.00 25907.00

xvii) 1800 mm RMT 30006.00 27253.00




2012-13 Rate (Rs.)2013-14


J TP 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 5828.00v) 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 TP 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


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




2012-13 Rate (Rs.)2013-14


L TP 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 5957.00v) 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 TP 23 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4787.00 4349.00

ii) 400 mm RMT 5350.00 4859.00


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




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N TP 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 6084.00v) 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 andpouring 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 forsimilar welding in M.S. pipes given inthat section shall be adopted.


jointing and testing is separate, theprincipal contractor shall enter into anagreement with P.C.C. pipemanufacturer for satisfactorymanufacturing, transporting, lowering,laying, jointing and testing of pipes. Thisfoot note shall appear into the tenderconditions.



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SECTION - I : (XIII) PIPE APPURTENANCES 137

1 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,stacking, etc. complete.

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-1i) 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



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138 SECTION - I : (XIII) PIPE APPURTENANCES

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 3486.00iii) 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

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 753081.00xx) 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



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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 490910.00xviii) 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 pertest pressure, stainless steel spindle, caps, including alltaxes, 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 37695.00x) 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

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



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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

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 682470.00xviii) 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 typemanually operated butterfly valves having body, disc andend cover in graded cast iron to IS-210 Gr. CF 200generally conforming in IS-13095 / 1991, synthetic rubberfaced ring secured on disc by retaining ring with stainlesssteel screw stub shaft of stainless steel riding in teflon

bearing excluding C.C. foundation/ structural steelsupport.

A Butterfly Valve PN-1.0 (with bypass arrangement)

i) 80 mm No 5808.00

ii) 100 mm No 7424.00

iii) 125 mm No 8467.00

iv) 150 mm No 10944.00



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xx) 1400 mm No 1049209.00

xxi) 1500 mm No 1294878.00

4 Lowering, laying and jointing in position following C.I. D/FReflux valves, Butterfly valves and Sluice valvesincluding cost of all labour, jointing material, including nutbolts 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 approvedmake and quality of following diameters including alltaxes (Central and Local), railway freight, inspection

charges, unloading from railway wagons, loading intotruck, 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



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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 719.00ii) 20 mm No 1022.00

iii) 25 mm No 1228.00

iv) 32 mm No 1324.00

v) 40 mm No 1418.00

vi) 50 mm No 1851.00

6 Providing and supplying Air Valves as per IS-10845 andMJP's standard specifications double orifice typecombined with screw down isolating valve, small orificeelastic ball resting on a gun metal orifice nipple, large

orifice vulcanite ball seating on moulded seat ring, inletface 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

i) 50 mm No 5673.00

ii) 65 mm No 6619.00

iii) 80 mm No 7561.00

B Type PN-1.6

i) 50 mm No 7515.00

ii) 65 mm No 8509.00

iii) 80 mm No 10530.00

7 Providing and supplying Air Valves as per IS-14845 /2000 and MJP's standard specifications double orificetype combined with isolating sluice valve, mounted inhorizontal position and operated by wheel gearing, smallorifice 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

i) 100 mm No 9561.00

ii) 150 mm No 17425.00

iii) 200 mm No 29304.00



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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 AirValves as per MJP's standard specifications combinedwith screw down isolating valve, small orifice elastic ballresting on a gun metal orifice nipple, large orificevulcanite ball seating on moulded seat ring, inlet face anddrilled, including all taxes (Central and Local), insurance,third party inspection charges, loading, unloading,transportation upto departmental stores / site, etc.complete.

Kinetic Air Valve Flanged

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 AirValves as per MJP's standard specifications having smallorifice 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 valvemounted in horizontal position and operated by wheelgearing, inlet face and drilled, including all taxes (Centraland Local), insurance, third party inspection charges,loading, unloading, transportation upto departmentalstores / 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



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10 Lowering, laying and fixing in proper alignment andposition all types of C.I. air valves as directed byEngineer-in-charge including cost of conveyance fromstores to site of work, cost of all material and givingsatisfactory hydraulic testing, etc. complete (for all classof 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

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



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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 handwheel and without bypass arrangement, spindle ofstainless 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 45713.00v) 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 allhardware and packing), water works quality having non-rising spindle with hand wheel and without bypassarrangement, spindle of stainless steel as perrequirement, excluding C.C. foundation / structural steelsupport.


A Sluice Valves (without bypass)

i) 80 mm No 15776.00

ii) 100 mm No 24908.00



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iii) 150 mm No 37976.00

iv) 200 mm No 59558.00

v) 250 mm No 64292.00

vi) 300 mm No 108382.00

vii) 350 mm No 182788.00viii) 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 topipe work (including all hardware and packing), waterworks quality with jointing to pipe without bypassarrangement, 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 SingleDoor with jointing to pipe work (including all hardwareand packing), water works quality with jointing to pipe

without bypass arrangement, with gunmetal seatsexcluding 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



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v) 250 mm No 114555.00

vi) 300 mm No 139478.00

15 Providing, erecting Kinetic Double Orifice Cast Steel AirValves with an isolating Sluice Valve mounted inhorizontal position operated by wheel gear suitable forworking 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

16 Providing, erecting Kinetic Double Orifice Cast Steel AirValves with an isolating Sluice Valve mounted inhorizontal position operated by wheel gear suitable forworking pressure of Class-300 rating 52 kg/cm².

i) 80 mm No 35996

ii) 100 mm No 41148

iii) 150 mm No 96157

iv) 200 mm No 116071

17 Providing and fixing in position air valve shaft includingproviding 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 thickaround the air valve tee including encasing of verticalshaft in PCC M-150 as shown in type design togetherwith providing and making flanged joints whereverrequired and fixing of air valve tee etc. complete, as per

type design and as directed by Engineer-in-charge forfollowing 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 springloaded pressure relief valves of approved make andquality including all taxes (Central and Local), octroi,inspection charges, transportation to departmentalstores, etc. complete.

Pressure Relief Valves



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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 10837.00v) 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

vii) 150 mm No 29544.00

viii) 200 mm No 65238.00

ix) 250 mm No 91707.00

x) 300 mm No 121226.0019 Lowering, laying and fixing in proper alignment and

position all types of C.I. D/F angle type spring loadedpressure relief valves including cost of all material,labour, cost of conveyance from stores to site of workand 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



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Note : Only 85% rate is payable till satisfactory hydraulictesting is given.

20 Cutting and champhering of pipes of following diametersincluding cost of all materials and labour involved, etc.complete as directed by Engineer-in-charge (for all classof 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 61.00ix) 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 gasketsuitable for C.I. or D.I. pipes of all class for tyton jointsincluding all taxes (Central and Local), inspectioncharges, 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) 150 mm No 60.00

iv) 200 mm No 102.00

v) 250 mm No 133.00

vi) 300 mm No 187.00

vii) 350 mm No 214.00

viii) 400 mm No 298.00

ix) 450 mm No 325.00

x) 500 mm No 444.00

xi) 600 mm No 615.00



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xii) 700 mm No 1095.00

xiii) 750 mm No 1138.00

xiv) 800 mm No 1179.00

xv) 900 mm No 1705.00

xvi) 1000 mm No 2190.00Sealing '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 FlangedJoints)

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

i) 80 mm No 46.00

ii) 100 mm No 48.00

iii) 150 mm No 70.00

iv) 200 mm No 117.00

v) 250 mm No 160.00

vi) 300 mm No 212.00

vii) 350 mm No 247.00

viii) 400 mm No 338.00

ix) 450 mm No 378.00

x) 500 mm No 500.00

xi) 600 mm No 703.00

xii) 700 mm No 1320.00



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xiii) 750 mm No 1383.00

xiv) 800 mm No 1688.00

xv) 900 mm No 2178.00

xvi) 1000 mm No 2530.00

22 Providing, fixing in position and jointing high performanceCI Air Valves for water combination type (kinetic air valvealong with automatic air valves), double ball, doubleorifice with stainless steel ball, tamperproof air ventsrolling seal mechanism for air release and anti-vacuumapplication designed for 16 kg/cm² working pressure andtested for 20 kg/cm² pressure. (Rate to include cost ofgaskets, bolt, nut and any other material required for

jointing and its transportation, etc. including all taxes andduties 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



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156 SECTION - I : (XIV) MECHANICAL JOINTS / FITTINGS

xii) 600 mm dia. No 13000.00

xiii) 700 mm dia. No 16984.00

xiv) 750 mm dia. No 19928.00

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 ironfollower gland and mild steel nut bolts coated orotherwise protected from rusting and suitable for C.I.pipes.

i) 80 mm dia. No 2231.00

ii) 100 mm dia. No 2587.00

iii) 125 mm dia. No 3022.00

iv) 150 mm dia. No 4751.00

v) 200 mm dia. No 6305.00

vi) 250 mm dia. No 9385.00

vii) 300 mm dia. No 11422.00

viii) 350 mm dia. No 18911.00

ix) 400 mm dia. No 25755.00

x) 450 mm dia. No 32899.00

xi) 500 mm dia. No 40940.00

xii) 600 mm dia. No 57862.00

xiii) 700 mm dia. No 91333.00

xiv) 750 mm dia. No 103733.00

4 Supply of C.I. Mechanical Joint Double Socket 45º (¹/8)Bends as dimensionally described in Table-15 of IS-13382/1992 complete with sealing rubber gaskets of SBR(dimensionally described in IS-12820/1989) with cast ironfollower gland and mild steel nut bolts coated orotherwise protected from rusting and suitable for C.I.pipes.

i) 80 mm dia. No 2071.00

ii) 100 mm dia. No 2306.00

iii) 125 mm dia. No 2914.00

iv) 150 mm dia. No 4002.00

v) 200 mm dia. No 5271.00

vi) 250 mm dia. No 7733.00

vii) 300 mm dia. No 9330.00

viii) 350 mm dia. No 15564.00

ix) 400 mm dia. No 19205.00

x) 450 mm dia. No 26788.00



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SECTION - I : (XIV) MECHANICAL JOINTS / FITTINGS 157

xi) 500 mm dia. No 29845.00

xii) 600 mm dia. No 41324.00

xiii) 700 mm dia. No 58888.00

xiv) 750 mm dia. No 77879.00

5 Supply of C.I. Mechanical Joint Double Socket 22.5º (¹/16)Bends as dimensionally described in Table-16 of IS-13382/1992 complete with sealing rubber gaskets of SBR(dimensionally described in IS-12820/1989) with cast ironfollower gland and mild steel nut bolts coated orotherwise protected from rusting and suitable for C.I.pipes.

i) 80 mm dia. No 1988.00

ii) 100 mm dia. No 2213.00

iii) 125 mm dia. No 2657.00

iv) 150 mm dia. No 3757.00

v) 200 mm dia. No 4711.00

vi) 250 mm dia. No 7124.00

vii) 300 mm dia. No 8599.00

viii) 350 mm dia. No 13576.00

ix) 400 mm dia. No 17404.00

x) 450 mm dia. No 22017.00

xi) 500 mm dia. No 25658.00

xii) 600 mm dia. No 33998.00

xiii) 700 mm dia. No 51142.00

xiv) 750 mm dia. No 56318.00

6 Supply of C.I. Mechanical Joint Double 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 ironfollower gland and mild steel nut bolts coated orotherwise protected from rusting and suitable for C.I.pipes.

i) 80 mm dia. No 1969.00

ii) 100 mm dia. No 2162.00

iii) 125 mm dia. No 2348.00

iv) 150 mm dia. No 3672.00

v) 200 mm dia. No 4522.00

vi) 250 mm dia. No 6685.00

vii) 300 mm dia. No 7407.00

viii) 350 mm dia. No 11689.00

ix) 400 mm dia. No 15834.00



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x) 450 mm dia. No 19985.00

xi) 500 mm dia. No 21784.00

xii) 600 mm dia. No 29863.00

xiii) 700 mm dia. No 40258.00

xiv) 750 mm dia. No 44912.007 Supply of C.I. Mechanical Joint All Socket Tees as

dimensionally described in Table-18 of IS-13382/1992complete with sealing rubber gaskets of SBR(dimensionally described in IS-12820/1989) with cast ironfollower gland and mild steel nut bolts coated orotherwise protected from rusting and suitable for C.I.pipes.

i) 80 x 80 x 80 mm. dia. No 3016.00

ii) 100 x 100 x 80 mm. dia. No 3243.00

iii) 100 x 100 x 100 mm. dia. No 3596.00

iv) 150 x 150 x 80 mm. dia. No 5037.00

v) 150 x 150 x 100 mm. dia. No 5108.00

vi) 150 x 150 x 150 mm. dia. No 6335.00

vii) 200 x 200 x 80 mm. dia. No 6075.00

viii) 200 x 200 x 100 mm. dia. No 6142.00

ix) 200 x 200 x 150 mm. dia. No 7316.00

x) 200 x 200 x 200 mm. dia. No 8050.00

xi) 250 x 250 x 80 mm. dia. No 8555.00

xii) 250 x 250 x 100 mm. dia. No 8744.00

xiii) 250 x 250 x 150 mm. dia. No 10435.00

xiv) 250 x 250 x 200 mm. dia. No 11025.00

xv) 250 x 250 x 250 mm. dia. No 12366.00

xvi) 300 x 300 x 80 mm. dia. No 9381.00

xvii) 300 x 300 x 100 mm. dia. No 9591.00

xviii) 300 x 300 x 150 mm. dia. No 12301.00

xix) 300 x 300 x 200 mm. dia. No 12708.00

xx) 300 x 300 x 250 mm. dia. No 13455.00

xxi) 300 x 300 x 300 mm. dia. No 14849.00

8 Supply of C.I. Mechanical Joint Double Socket withFlanged Tees as dimensionally described in Table-19 ofIS-13382/1992 complete with sealing rubber gaskets ofSBR (dimensionally described in IS-12820/1989) withcast iron follower gland and mild steel nut bolts coated orotherwise protected from rusting and suitable for C.I.pipes.

1 80 x 80 x 80 mm. dia. No 2954.00



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2 100 x 100 x 80 mm. dia. No 3241.00

3 100 x 100 x 100 mm. dia. No 3429.00

4 150 x 150 x 80 mm. dia. No 4892.00

5 150 x 150 x 100 mm. dia. No 5013.00

6 150 x 150 x 150 mm. dia. No 5970.007 200 x 200 x 80 mm. dia. No 5741.00

8 200 x 200 x 100 mm. dia. No 6124.00

9 200 x 200 x 150 mm. dia. No 7053.00

10 200 x 200 x 200 mm. dia. No 8087.00

11 250 x 250 x 80 mm. dia. No 8108.00

12 250 x 250 x 100 mm. dia. No 8532.00

13 250 x 250 x 150 mm. dia. No 10125.00

14 250 x 250 x 200 mm. dia. No 10595.00

15 250 x 250 x 250 mm. dia. No 10970.00

16 300 x 300 x 80 mm. dia. No 9519.00

17 300 x 300 x 100 mm. dia. No 9705.00

18 300 x 300 x 150 mm. dia. No 11205.00

19 300 x 300 x 200 mm. dia. No 11300.00

20 300 x 300 x 250 mm. dia. No 12470.00

21 300 x 300 x 300 mm. dia. No 15283.00

22 350 x 350 x 80 mm. dia. No 13314.00


25 350 x 350 x 200 mm. dia. No 17752.00

26 350 x 350 x 300 mm. dia. No 18187.00

27 350 x 350 x 350 mm. dia. No 20812.00

28 400 x 400 x 80 mm. dia. No 17404.00

29 400 x 400 x 100 mm. dia. No 18449.00

30 400 x 400 x 150 mm. dia. No 20541.00

31 400 x 400 x 200 mm. dia. No 20955.00

32 400 x 400 x 300 mm. dia. No 25253.00

33 400 x 400 x 400 mm. dia. No 28915.00

34 450 x 450 x 80 mm. dia. No 20758.00

35 450 x 450 x 100 mm. dia. No 21805.00

36 450 x 450 x 200 mm. dia. No 25573.00

37 450 x 450 x 300 mm. dia. No 32269.00

38 450 x 450 x 350 mm. dia. No 34049.00



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39 450 x 450 x 450 mm. dia. No 36984.00

40 500 x 500 x 100 mm. dia. No 23355.00

41 500 x 500 x 250 mm. dia. No 31936.00

42 500 x 500 x 300 mm. dia. No 33086.00


45 600 x 600 x 100 mm. dia. No 33376.00

46 600 x 600 x 300 mm. dia. No 45831.00

47 600 x 600 x 400 mm. dia. No 52215.00

48 600 x 600 x 500 mm. dia. No 56505.00

49 600 x 600 x 600 mm. dia. No 69377.00

50 700 x 700 x 100 mm. dia. No 44235.00

51 700 x 700 x 200 mm. dia. No 51246.00

52 700 x 700 x 350 mm. dia. No 61922.00

53 700 x 700 x 400 mm. dia. No 66526.00

54 750 x 750 x 150 mm. dia. No 52759.00

55 750 x 750 x 250 mm. dia. No 60506.00

56 750 x 750 x 750 mm. dia. No 116081.00

9 Supply of C.I. Mechanical Joint Double Socket Reducersas described in Table-21 of IS-13382/1992 complete withsealing rubber gaskets of SBR (dimensionally describedin IS-12820/1989) with cast iron follower gland and mildsteel nut bolts coated or otherwise protected from rusting

and suitable for C.I. pipes.

1 100 x 80 mm. dia. No 2092.00

2 150 x 80 mm. dia. No 3292.00

3 150 x 100 mm. dia. No 3485.00

4 200 x 100 mm. dia. No 4011.00

5 200 x 150 mm. dia. No 4387.00

6 250 x 150 mm. dia. No 5994.00

7 250 x 200 mm. dia. No 5848.00

8 300 x 150 mm. dia. No 7372.00

9 300 x 200 mm. dia. No 7384.00

10 300 x 250 mm. dia. No 7510.00

11 350 x 200 mm. dia. No 10612.00

12 350 x 250 mm. dia. No 10646.00

13 350 x 300 mm. dia. No 10520.00

14 400 x 250 mm. dia. No 16029.00

15 400 x 300 mm. dia. No 14200.00



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16 400 x 350 mm. dia. No 14295.00

17 450 x 400 mm. dia. No 17751.00

18 450 x 350 mm. dia. No 17740.00

19 450 x 400 mm. dia. No 17519.00

20 500 x 350 mm. dia. No 21339.0021 500 x 400 mm. dia. No 21014.00

22 500 x 450 mm. dia. No 20483.00

23 600 x 400 mm. dia. No 30985.00

24 600 x 450 mm. dia. No 30156.00

25 600 x 500 mm. dia. No 28313.00

26 700 x 500 mm. dia. No 42533.00

27 700 x 600 mm. dia. No 38601.00

28 750 x 600 mm. dia. No 45846.00

29 750 x 700 mm. dia. No 42377.00

30 800 x 450 mm. dia. No 63072.00

31 800 x 700 mm. dia. No 54144.00



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Rate (Rs.)2013-14

SECTION - I : (XV) M.S. PIPES 163

1 Manufacturing, providing and supplying spirally welded/ERW / SAW / fabricated M.S. pipes (Commercial Quality)including procurement of plates, gas cutting to requiredsize, rolling, tack welding, assembling in suitable lengthsto form pipes, welding on automatic welding machine andforming 'V' edge on both ends of pipes including all taxes(Central and local), railway freight, insurance, unloadingfrom railway wagon, loading into truck, transport to stores/ site, unloading, stacking, etc. complete as per IS-3589and IS-5504 as applicable as per specifications (Nonegative 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



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166 SECTION - I : (XV) M.S. PIPES

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 6288.00ii) 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



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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 9661.00ii) 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 pipei) 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

ii) 7.9 mm RMT 16581.00



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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



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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 22773.00ii) 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 30279.00v) 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



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

Thickness of pipe

i) 7.9 mm RMT 25703.00

ii) 8.7 mm RMT 28297.00

iii) 9.5 mm RMT 30887.00iv) 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 40571.00

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



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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


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

2 Manufacturing, providing and supplying spirally welded/ERW / SAW / fabricated M.S. pipes (Commercial Quality)including procurements of plates, gas cutting to requiredsize, rolling, tack welding, assembling in suitable lengthsto form pipes, welding on automatic welding machine andforming 'V' edge on both ends of pipes including all taxes(Central and local), railway freight, insurance, unloadingfrom railway wagon, loading into truck, transport to stores/ site, unloading, stacking, etc. complete as per IS-3589and IS-5504 as applicable as per specifications (Nonegative 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 3117.00B 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



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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 2264.00ii) 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 3616.00iii) 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

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



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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 7570.00H 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 10901.00J 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



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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.


ii) 6.0 mm RMT 6734.00

iii) 7.0 mm RMT 7866.00

iv) 8.0 mm RMT 9001.00

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



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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 7088.00ii) 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.


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

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



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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 8572.00ii) 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.


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



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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


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

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



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Rate (Rs.)2013-14


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


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 20875.00ii) 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

iv) 12.0 mm RMT 33166.00



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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


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 24438.00ii) 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



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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.


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

i) 8.0 mm RMT 27407.00

ii) 9.0 mm RMT 30846.00


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



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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 29188.00ii) 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



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Rate (Rs.)2013-14

SECTION - I : (XVI) FABRICATION OF M.S. PIPES & SPECIALS 185

Major Works

1 Fabricating pipes from steel plates supplied free of costand stacking the same in the fabricator’s yard. The rateto include cutting the plates, rolling, tack welding,assembling in suitable lengths to form pipes, welding onautomatic 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 thanone strake length) from the steel plates supplied free ofcost and stacking the same in fabricators' yard. The rateto 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 suppliedfree 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 ofsuitable length, welding, either on automatic weldingmachine or manually and forming 'V' edge to both ends

of bend but the rate excluding the circumferential buttwelding required for assembling cants to form necessarycomposite bend.

Circumferential butt welding will be paid for separatelyunder Item No. 7 (a). However, the rate under this itemwill include the cost of longitudinal butt welding of pipesstrakes.

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



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186 SECTION - I : (XVI) FABRICATION OF M.S. PIPES & SPECIALS

4 Fabricating tapers from the steel plates, supplied free ofcost and stacking the same in the fabricators' yard. Therate to include cutting the plates, rolling, tack welding,welding either on automatic welding machine or manuallyand forming 'V' edge to both ends of tapers, but the rateexcludes circumferential butt welding required forassembling drums to form necessary tapers.Circumferential butt welding will be paid for under ItemNo. 7 (a). However, the rate under this includes thelongitudinal butt welding to form drums. The rate shallalso include the cost of fabrication of stiffener rings andgussets and mounting the same on tapers, tack andchain welding, etc. as directed by Engineer-in-charge.

MT 11476.00

5 Fabricating specials and fixtures from steel materialssupplied free of cost. (welding will be paid separatelyexcept for category vi (a) and (b) below. The weight forpayment under this item shall be calculated on the basisof finished material neglecting the bolt holes whereverprovided.)

i) Saddle pieces, loose stiffener rings, pressure type blankflanges, 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 includecutting, cold pressing and tack welding etc. complete.

MT 15007.00

iv) Dished closures such as manhole cover. The rate toinclude cutting cold pressing and tack welding only. Therate 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, tackwelding. The rate also to include drilling holes includinggrinding 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 gascutting, tack welding to form ring, drilling holes includinggrinding wherever necessary etc. complete.

MT 16949.00

b) Flange rings 40 mm and above thick. The rate to includegas cutting, tack welding to form ring, drilling holesincluding grinding wherever necessary, etc. complete.

MT 22069.00

vii)a)

Machining of flange rings for cut upto 2 mm. includinghandling, 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 2mm. 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



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ix) Plug plates 150 mm. dia. and the thickness of plate from14 mm to 25 mm as per drawing. The rate to include gascutting, drilling holes, cost of G.I. plugs, rolling to requiredcurvature and threading, etc. complete.

Each 67.00

6 Providing, fabricating and fixing expansion joints forpipelines as per the drawing. The rate to include

machining the strakes and steel ring as shown in thedrawing and welding on either automatic weldingmachine or manually. Rate includes plates and flatsrequired for expansion joint and all other materials suchas synthetic rubber, rubber ring, etc. complete includingpacking 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

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 specificationsfrom M.S. channels, flats, plates, etc. supplied free ofcost and assembling the same on the ring girder strakeand tack welding as per directions.

MT 5827.00

8 Fabricating ring girder supports (stools) as per drawingand specifications complete with top plates, base plates,side flats for fixing rollers wherever necessary, greasebox covers, rag bolts, grid rods etc. from steel materialsupplied free of cost and stacking the same in fabricatorsyard.

MT 7945.00

9 Fabricating and assembling M.S. roller as per drawing.

The rate to include machining, assembling and fixing thesame to the side flats provided below the top plates ofR.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



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18 Providing and applying primer and one coat of red oxideof iron paint, externally, including cleaning the surface ofthe pipes with steel scrappers, wire brushes and metalcleaning solution, etc. complete.

Sqm 60.00

19 Providing and applying covering coat of grey graphite ofapproved quality including dusting the surface, etc.

complete.

Sqm 31.00

20 Providing and applying one coat of zinc rich epoxy primerto the internal surface of pipeline at site, etc. complete.

Sqm 66.00

21 Providing and applying primer first coat of intertol 49 Wemaline 05/58 pipe coat or any other equivalentapproved 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



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192 SECTION - I : (XVII) M.S. PIPE LAYING

2 Lowering, laying in position to correct line and level M.S.specials with / without any outcoating such as distancepieces, straps, bends, tapers, etc. on pedestals or chairsupon formation. The rate to include loading, unloading,hoisting, marginal cutting wherever required, assembling,tack welding and transportation upto 500 M, etc.complete.

A 5 mm to 8 mm thick

i) Upto 250 mm dia RMT 394.00

ii) Above 250 mm upto 500 mm dia RMT 462.00

iii) Above 500 mm upto 750 mm dia RMT 534.00

iv) Above 750 mm upto 1000 mm dia RMT 603.00

v) Above 1000 mm upto 1250 mm dia RMT 673.00

B Above 8 mm upto 12 mm thick

i) From 750 mm upto 1000 mm dia RMT 804.00





vi) Above 2000 mm upto 2250 mm dia RMT 1269.00

vii) Above 2250 mm upto 2500 mm dia RMT 1362.00

C Above 12 mm upto 16 mm thick







D Above 16 mm upto 20 mm thick







E Above 20 mm upto 25 mm thick





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Rate (Rs.)2013-14

SECTION - I : (XVII) M.S. PIPE LAYING 193

3 Lowering, laying in position to correct line and level M.S.pipes with / without any outcoating, on pedestals orchairs upon piers, trestles, etc. The rate to includeloading, unloading, hoisting, marginal cutting whereverrequired, assembling, tack welding and transportationupto 500 M, etc. complete.


































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5 Transporting within 500 metres, laying in position tocorrect line and level M.S. pipes with / without anyoutcoating, on prepared bedding in trenches includingmarginal cutting wherever required, assembling, tackwelding the same. The rate to include loading, unloading,hoisting, etc. complete as specified.


































Sr.No.


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6 Transporting within 500 metres and laying in position tocorrect line and level M.S. specials with / without anyoutcoating, such as distance pieces, straps, bends,tapers, etc. on prepared bedding in trenches includingmarginal cutting wherever required, assembling, tackwelding the same. The rate to include loading, unloading,hoisting, etc. complete as specified.


































Sr.No.


Rate (Rs.)2013-14


7 Welding in all positions with required number of runs, forM.S. pipes internally and / or externally including gaugingwherever necessary, fixing appurtenances and otheraccessories in connection with pipe laying work as perspecification.

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 1018.00ix) 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 1419.00xi) 25 mm RMT 1723.00

8 Shifting and aligning ring girders including removing tackwelds and re-tacking in the correct position etc. completeas per specification for the pipes of following diameter.






Sr.No.


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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 10474.00xii) Above 3750 mm upto 4000 mm dia Each 10682.00

11 Transporting within 500 metres, aligning and fixing inposition and tack welding only, including marginal cutting,supplying and providing rubber packing, etc. wherenecessary.

A Minor fixtures such as manhole covers, pressure andnon-pressure type blank flanges, loose rings, small pipesto 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 ringincluding tack welding of bars and fixing the same withnuts and bolts on open faces of outlet/inlet pipes in thesump or reservoir, etc. complete as directed by Engineer-in-charge.

Sqm 1192.00

15 Providing permanent test points on the pipe line as perdrawing and as directed by Engineer-in-charge includingproviding and fixing sluice valves, road boxes for sluicevalves of size 80 mm to 250 mm in one brick masonrychamber 300 mm x 300 mm clear C.M. 1:5 with 12 mmthick 1:3 cement plaster both inside and outside on M-100 c/c, 150 mm thick, etc. complete as specified anddirected.

No 2675.00



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Rate (Rs.)2013-14


16 Supplying, transporting, the S.P. fire hydrants includingduck foot bend, S.V. and S.V. road box, painting thehydrant, fixing the saddle piece, supplying, and layingrequired length of C.I. pipeline and jointing the samespun yarn, molten lead including caulking, fixing the S.V.road box in one brick masonry chamber in 1:5 C.M. with12 mm thick 1:3 cement plaster both inside and outsideon 1:3:6 C.C. 150 mm thick etc. complete as specifiedand directed. [As per I.S. 900/1965 Revised]

No 13090.00

17 Hydraulic testing of M.S. pipeline to specified pressureincluding cost of all materials and labour and water fortesting for the length upto 1 km., using reciprocating typepumps which should be able to provide specified testpressure gauges and other necessary equipments,labour, operation charges, etc. required for testing. Therate under this item shall also include cost of retesting, ifnecessary.

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

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

xi) Above 2750 mm dia upto 3000 mm dia (I.D.) Km 4167.00



Sr.No.


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18 Providing and applying with mechanical arrangement 1:3proportion cement sand gunite, 40 to 50 mm thick to M.S.pipe surface under 2.1 kg. per sqcm. to 2.80 kg. persqcm. pressure including removing the loose materials asdirected by Engineer-in-charge and including scrappingthe surface with wire brushes, degreasing, cleaning bycompressed air and providing fixing BRC fabric no. 14 asreinforcement, curing for 21 days, disposing off therebound materials within a lead of 50 M, etc. complete asdirected by Engineer-in-charge.

Sqm 416.00

19 Providing and applying pipe coating of fibres, coaltar andsolvent based rubber modified bituminous primer ofdensity 0.92 gms/cu cm and viscosity of 1000-2000 cps@ 150 gms/sqm followed by seven layers (4 mm thick) ofpolythene polymerised bitumen and polyester (of local 7layers) pipe coat 4 mm should conform to requirement ofIS-10221 and AWWA C-203 for pre-fabricated tapesincluding covering coat on pipe coating. Rates shallinclude cost of material coating and wrapping over the

pipes, handling charges, preparation of pipe surface, alllabour, material, etc. complete.

Sqm 448.00

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

20 Providing and applying with mechanical arrangementcement 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 theloose materials on surface, cleaning with compressed air,degreasing, etc. including scaffolding and curing for 21days, providing and fixing BRC fabric no. 14 butexcluding cost of reinforcement, if any and removingrebound materials within a lead of 50 M, etc. complete as

directed by Engineer-in-charge (for GSRs and buildings).

Sqm 363.00

21 Providing and applying with mechanical arrangementcement 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 theloose materials on surface, cleaning with compressed air,degreasing, etc. including scaffolding and curing for 21days, providing and fixing BRC fabric no. 14 butexcluding cost of reinforcement, if any and removingrebound materials within a lead of 50 M for staging andbottom of bottom slab, etc. complete as directed byEngineer-in-charge (for RCC ESRs).

Sqm 476.00



Sr.No.


Rate (Rs.)2013-14


22 Providing and making inner cement mortar lining to M.S.pipes with mechanical devices in cement mortar 1:1proportion, including cost of all materials, labour, specialsand required, machinery, power generation, allequipments and taking necessary access openings andmanholes, cuts at suitable intervals as directed byEngineer-in-charge and rewelding the same after donewith doubler plates pipes including necessary excavation,refilling, concrete breaking and remaking if any, breakingguniting and remaking the same, repainting whereverrequired with epoxy paint in 3 coats, all dewateringincluding emptying the pipeline and refilling the sameafter done with (water to be supplied by department freeof cost within 5 km. lead at fixed point and all otherarrangements to be done by agency), including carryingout "C" value performance test of pipeline, complete jobas per the directions of the Engineer-in-charge.

i) 9 mm thick for pipes upto 700 mm dia (increase 25% foralignment in hilly area)

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 strength18 to 21 kg/cm², antifungal antibacterial anticorrosive,graft co-polymer coating on smooth plastered surface,100 micron dyu film thickness of self bonding withplastered surface and 100 micron of top coat for sewagetreatment plant (RCC tank inside coating) and watertreatment plant.

Sqm 1057.00

24 Providing and applying external and internal coating forsteel structures in sewage treatment plant/ watertreatment plant with elastomeric (450% elongation),

thermoplastic, fire retardant, coating skin tensilestrength18 to 21 kg/cm², antifungal antibacterialanticorrosive, graft co-polymer 50 micron DFT of selfbonding grade with steel, 50 micron DFT of inner coatand 50 micron DFT of top coat.

Sqm 618.00

25 Providing and applying of elastomeric (450% elongation),thermoplastic, fire retardant, coating skin tensile strength18 to 21 kg/cm², antifungal antibacterial anticorrosive,graft co-polymer coating on external pipelines in unlaid/laid condition after proper cleaning, 50 micron DFT of selfbonding grade with metal surface, 50 micron DFT ofinner 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

26 Providing and applying of elastomeric (450% elongation),thermoplastic, fire retardant, coating skin tensile strength18 to 21 kg/cm², antifungal antibacterial anticorrosive,graft co-polymer coating on internal surface of pipelines100 micron DFT of self bonding grade with steel surface,100 micron DFT of top coat.

i) Pipeline in unlaid condition Sqm 814.00



Sr.No.


Rate (Rs.)2013-14


ii) Pipeline in laid condition Sqm 869.00

27 Providing and applying of elastomeric (450% elongation),thermoplastic, fire retardant, coating skin tensile strength18 to 21 kg/cm, antifungal antibacterial anticorrosive,graft co-polymer coating on cleaned steel reinforcementbars 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

28 Providing and applying HDPE coating for MS pipeinternally as well as externally including cost of HDPEpowder moulding pipe grade, labour, scrapping the pipesurface with wire brushes, degreasing, cleaning bycompressed air and surface grinding and finishingincluding cost of loading, unloading and handling of pipeat factory, etc. complete as directed by Engineer-in-charge.

HDPE coating thickness in Micron

External Internal Total coating thickness

in micron

Unit Without E.D.

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




SECTION – J : (I) TREATMENT PLANT – WTP & STP 205

Water Treatment Plant (WTP)

1 Designing (aesthetically), providing andconstructing high rate UnconventionalWater Treatment Plant i.e. SimplifiedWater Treatment Plant consisting of

Civil, Mechanical and Electrical worksincluding cost of providing and applyingepoxy paint to inside surface of waterretaining structures in contact withchlorine and providing anti-termitetreatment to entire structure belowground level, mechanical and electricalcomponents of various sub-works asgiven below, including necessaryhydraulic testing, structural testing andtrial run for 3 months, etc. complete asdirected by Engineer-in-charge (turn-key job) works.

1) Aeration fountain

2) Inlet arrangements

3) Mixing channel with ventury flume andflow measuring arrangement

4) Inlet channel

5) Flocculator - Conforming to I.S. 7208-1974 (Type-C) with detention period of30 minutes

6) Tube settlers - Designing, fabricatingand constructing Tube Settlers with

square or any other shaped tube likeCircular, 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 withpiping.

11) Gravity feed gas chlorinator with 100%standby.

12) TCL solution tank with mixing, carryingand dosing arrangement with piping.

13) Bypass arrangement

14) External and internal electrification

15) Laboratory equipments

16) Wash water tanks of capacity equal to2% of designed quantity of filtered waterin a day (+)10%.





2 Designing (aesthetically), providing,constructing and commissioningConventional Water Treatment Plantconsisting of all Civil, Mechanical andElectrical works including cost ofproviding and applying epoxy paint to

inside surface of water retainingstructures in contact with chlorine andproviding anti-termite treatment to entirestructure below ground level,mechanical and electrical componentsof various sub-works as given below,including necessary hydraulic testing,structural testing, equipment testingand 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 lessthan 0.625 square metre per MLD

2) Ventury Flume - With necessarydevices, consisting of simplemechanical indicator. (Pedestal typegauge)

3) Flash Mixer - Rapid mixing device,detention time 60 seconds to givevelocity gradient 300 to 400 sec-1, vanemixer type conforming to I.S. 7090 of1985.

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, overflowrate 30 cubic metre per square metreper day (to be specified), Weir loadingnot more than 300 cubic metre permetre per day, with mechanical sludgescraper conforming to I.S. No. 10313-1982.

6) Rapid Sand Filters and Filter House -Filter designed for filteration rate of5,000 litres per square metre per hour,

minimum 2 beds for plant upto 10 MLD,for larger plants as specified, filters tobe located in filter house with roof slab,pipe gallery and platform minimum 5.5metre in width.




208 SECTION – J : (I) TREATMENT PLANT – WTP & STP

a) Filter Sand - Effective size 0.45 to 0.70mm, uniformity coefficient not more than1.7, nor less than 1.3, depth of waterover sand 0.75 M, free board 50 cm,gravel 0.45 M in depth, sand and gravelconforming 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 bespecified and suitable to supply water towash 2 filter units at a time where theunits are 4 or more.

c) Wash Water Pumps - Capacity to fillwater tank in 1 hour with 100% standby.

d) Air Blowers - Capable of delivering 600LMP per square metre of free air, offilter area at 0.4 kg/sqcm at theunderdrains (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 andlime tanks. etc.

c) Solution tanks - Minimum 3 tanks (onefor preparation, second for dosing andthird as standby), each tank capable ofgiving 8 hours maximum dose without

interruption, minimum free board 0.30M, trays for dissolving, level indicator,mechanical agitation devices, solutionfeed and drain lines, solution feeddevice (constant head device, strengthof solution upto 10% only) conformingto I.S. 9222 Part-I 1979.

8) Pure Water Sump and Sump House.

a) Capacity of sump - One hour ofdesigned flow.

b) Pump House - Pump house of requiredsize over the sump or by the side.

9) Store House - Suitable for alum storageof three months' requirement inmonsoon with 10% extra capacity forother sundry articles.

10) Vacuum feed type Chlorinators - Maketo be approved by MJP.

a) Conforming to I.S. 10533 - A Part-II1983.





b) Rate for withdrawal

Temperature Kg. of Chlorine dischargeDegree 'C' per day (Cylinders)

45 67 Tonnes

10 6.35 9.50 11015 10.75 16.10 130

20 14.50 21.24 254

27&Above 18.70 28.12 315

c) Chlorinator equipment and containerroom to conform to I.S. 10553 Part-I1983.

d) 100% standby shall be provided.

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

12) Drainage arrangements - RCC pipesupto plot boundary.

13) Electrical installation - Both internal andexternal including entire plant area.

14) Laboratory equipment - As perrequirement (to be specified duringtendering).

15) Sanitary blocks - Carpet area - 15square metre minimum upto 25 Mld and25 square metre above 25 Mld.

16) Administrative block and internal road -To accommodate office room, chlorineroom, laboratory room, panel boardroom, blower room etc. and WBM roadto connect all units from main gate ofplot.

17) Rates given below are inclusive of upliftpressure if any and dewatering duringentire work.

18) These rates are applicable for seismiczones 2, 3 and 4.

19) All RCC structures shall be constructed

in M-300.

Note : Conditions from Sr. No.1 to 19shall form a part and parcel of thetender and must be incorporated in drafttender papers of conventional treatmentplants (proposed).

Conventional Water Treatment Plant Rs. in Lakhs

1) Upto 5 MLD MLD 33.26 13.30





2) Cost of 5 MLD treatment plant Job 166.32 66.53

3) Add for capacity above 5 MLD upto 10MLD

MLD 23.76 9.50


5) Add for capacity above 10 MLD upto 20MLD MLD 15.44 6.18



MLD 14.26 5.70


9) Add for capacity above 50 MLD upto100 MLD

MLD 11.88 4.75


11) Add for capacity above 100 MLD MLD 6.60 2.64

3 Designing (aesthetically), providing,fabricating Package Water TreatmentPlant at the shop, transporting to site,installing, testing and commissioning atthe site, giving necessary one month'sfree test and trail run with guarantee forone year, etc. complete.

Prefabricated Package WaterTreatment Plant comprising following :

1) Rapid mixing channel in M.S. sheetsand M.S. baffle.

2) Flocculator not less than 10 minutesdetention, in M.S. prefabricated box,flocculation being achieved either byglass pebbles of graded size or PVCtetrapod or equivalent arrangement toensure good floc formation.

3) Plate or tube settlers of not less than 30minutes detention in M.S. prefabricatedbox, the plates / tubes mounted in thesettler basin with inclination of not lessthan 60 degree to horizontal.

4) Rapid sand gravity filter in M.S.

prefabricated box with filter sand notless than 500 mm thick, supported onfalse floor below with polypropylenenozzles spaced at not more than 500mm centres in either direction.





e) Backwash with water : Not less than 0.6M./ Sqm. of filter bed area in filter box.

12) Free board for all units not less than300 mm

13) Rates as above include all taxes, octroi

and duties which would be specific tothe site locations.

Package Water Treatment Plant Rs. in Lakhs

1) 21 Cum/Hr. (0.50 MLD) Each 27.44 10.98

2) 34 Cum/Hr. (0.80 MLD) Each 33.69 13.48

3) 42 Cum/Hr. (1.00 MLD) Each 37.78 15.11

4) 63 Cum/Hr. (1.50 MLD) Each 47.40 18.96

5) 83 Cum/Hr. (2.00 MLD) Each 56.14 22.46

6) 125 Cum/Hr. (3.00 MLD) Each 72.35 28.94

Note : Depending upon the capacityrequired for the scheme, one of theabove capacities should be chosen.

Sewage Treatment Plant (STP)

4A Designing (aesthetically), providing,constructing and giving satisfactorytrials of modernised Sewage TreatmentPlant consisting of receiving chamber,screen chamber, grit chamber,measuring flume, distribution chamberwith primary and secondary treatment,etc. as detailed below, administrationblock of suitable size including alliedunits for waste disposal with all civil andmechanical works involved, etc.complete (turn key job).

Primary treatment - with extendedsludge drying beds

Rates Rs. in Lakhs

1) Upto 10 MLD MLD 47.52 19.01

2) Cost of 10 MLD plant Job 475.20 190.08

3) Add for capacity above 10 MLD upto 20

MLD

MLD 41.58 16.63










B Designing (aesthetically), providing,constructing and giving satisfactoryhydraulic testing, commissioning andgiving satisfactory trials of modernisedSewage Treatment Plant consisting ofinlet chamber, screen chamber, detritus

tanks, parshall flume, primary settlingtanks, aeration tanks, secondarysettling tanks, sludge sump and pumphouse, sludge thickener, primarydigester, secondary digester, SST sumpand pump house, chlorine contact tank,chlorinators, chlorinator room, sumpcum blending tank, PST sludge sumpcum blending tank, pump house, sludgecentrifuge, gas holder, necessary pipingwork with required valves, gates, drains,pathways, administrative building cumlaboratory, laboratory equipments, tools

and plants, spare parts, etc. completeas turnkey job with all involved civil,electrical and mechanical worksinclusive of following items, units as perdetailed specification for civil, electricaland mechanical components with allduties and taxes, etc. complete.

Inlet Chamber

Designing, providing and constructingRCC (M-300) inlet chamber designedfor the peak flow 2 DWF includingnecessary excavation in all types of

strata including walkway around theperiphery. Each compartment will havephosphor bronze, steel gate withextension rod, head stock, operatingwheel, G.I. pipe railing, etc. The workincludes providing and makingnecessary arrangements to connect theflow to screen chamber by approachchannel as directed and as perspecifications.

Screen Chambers

Designing, providing, constructing,testing and commissioning screenchamber designed for average 1 DWFand maximum 2 DWF in RCC (M-300)including inlet pipe/ channel from inletchamber, outlet pipe/ channel to detritustank, free board of 0.50 M minimum,RCC walkway 1.2 M wide with G.I. piperailing, RCC staircase of 1.2 M widthfrom GL to screen chamber.





Detritus Tank

Designing, providing and constructingcontinuously grit removal type ofdetritus tank, mechanically operated inRCC (M-300) capable of removing100%, 0.20 mm size particle and above,having specific gravity 2.30 designed forone peak 2 DWF with suitablearrangement of separation of grit fromputrescible solids including providingand making necessary arrangement ofJB-1 inlet and outlet channel of requiredsizes as may be required to connect theflow to parshall flume, etc. completeincluding hydraulic testing for watertightness of the structure havingminimum free board of 0.30 M washoutarrangement to grit chamber andplatform 1.20 M wide RCC walkway

with G.I. pipe hand railing shall beprovided. A pit for collecting gritconveyed by conveyor shall beprovided.. It should be suitable tohandle the grit for carting. Allarrangements shall be as per detailedspecifications and as directed.

Parshall Flume

Designing, providing and constructingparshall flume channel in RCC (M-300)for measuring quantity of sewagereceived at the treatment works, max.

flow of 2 DWF and minimum flow of ½DWF including providing and makingnecessary arrangement of approachchannel as may be required to connectthe flow having minimum velocity of 0.3M per second to distribution box (DB-1).The unit shall be provided with walkwayand RCC staircase having width of 1.20M each etc. complete, includinghydraulic testing for watertightness ofthe civil structure having free board of0.6 M including electrically operated,flow indicating and flow integrating

devices having a standby of floatoperated ROF meter. All arrangementsas per specifications.





Primary Settling Tanks with Equipments

Designing, providing, constructing andhydraulic testing in RCC (M-300)watertight primary settling tanks of 1DWF capacity with feed chamber,sludge and effluent chamber, baseadequately supported, providing 1.20 Mwide clear peripheral and approachwalkway inter connecting C.I. doubleflanged pipes from feed chamber of theclarifier distribution well, groutingwherever necessary, includingfoundation, etc. as per specifications,water depth at outer side shall beminimum 3.0 M, weir loading shall notbe greater than 125 cum, DWF foraverage flow, bottom slope shall be1:12.

The floor of clarifier shall have 40 mmthick (min.)screed course of cementgrout of mix in CM 1:2 detention periodshall be 2.25 hrs. dispersion box andstiffened weir plate made of mild steelplate not less than 8 mm thick, anti-corrosive epoxy paint on both facesshall be provided. Minimum free boardof 0.50 M be provided. It includes inletpipe from distribution chamber, centralshaft, inlet baffle, outlet chamber, scumremover, skimming device, scumchamber, connecting channel from

PST, outlet chamber to DB-2 as perdetailed specifications.

Aeration Tank (AT)

Designing, providing and constructing inRCC mix (M-300) aeration tank incompartments to handle combined flowof 1 DWF incoming flow andrecirculation flow including constructionof inlet, outlet and distribution chamberDB-3 and providing 1.20 m wide clearperipheral approach walkways,expansion joints wherever necessary,including foundation, etc. as perspecifications. Peak factor shall be 2,F/M ratio shall be 0.40, low speedaerator speed between 20 to 100 RPM,recirculation flow @50% and free board0.60 m depth, (SWD) 3.50 M minimum,D.O. level at A.T. 2 mg/lit, MLVSSconcentration shall be 2500 mg/lit andMLVSS concentration shall be 2000mg/lit, HRT shall be 4 to 6 hours andSTR 6-8 days.





It should have compartments forwashing, oxygen transfer capacity ofmechanical aerator shall not be lessthan 1.5 kg/KWH, BOD of effluent 20mg/lit with input to aerator 0.15 to 0.30KWH/1000 cum of aeration tank. All

related works shall be as per detailedspecifications.

Secondary Settling Tanks withEquipments

Designing, providing and constructing inRCC (M-300) water tight secondarysettling tank having detention period 2hours and SWD shall be 4.20 M. Theeffluent BOD & SS from the secondaryclarifier shall not be more than 20 Mg/litand 30 Mg/lit respectively. It should behydraulically tested, bottom floor slope

of 1:12 and free board of 0.60 Mminimum. Dispersion box shall be madeof mild steel plate not less than 8 mmthick with anticorrosive epoxy paint fromboth faces and well stiffened. Thesewage admitted at the centre flowingupward and outward towards peripherybe slowly and continuously collectedtowards a convenient discharge pointnear centre by a rotating wheel arm.The clarifier will be completed with enddrive half rotating bridge, structural steelrake, overflow weir, walkway diffuser,

over load alarms, having push buttons,starters for the clarifier, walkway andthe suitable sludge withdrawingarrangement with flush valve capable ofwithdrawing moisture content not morethan 97% to 98% slopping floor shallhave 40 mm thickness (minimum),screed course of cement grout of mix 1cement : 2 sand, rotating sludgescrapper mechanism fitted withsqueezes including providing andmaking necessary arrangement toconnect the flow to outlet chamber (DB-4) then the gravity mains for final

disposal and as per detailedspecifications and obligatory provision.

All other arrangements shall be as perdetailed specifications.





Secondary Digester with Equipment(Fixed Cover)

Designing, providing and constructingincluding foundation unit of watertightand gastight secondary digester to dealwith 1 DWF complete with pipe gallery,building, staircase for access fromdome of digester into inside, staircaseto walkways at springing levels, etc.Walls and base slab and domes beingin RCC M-300, providing arrangementfor digested sludge from digesters tocentrifuge, providing burners and civilworks for gas collection groutingwherever necessary, etc. complete asper specifications and obligatoryprovision. All other arrangements as perdetailed specifications.

S.S.T. Sump and Pump House withRecirculation Pumps and SludgePumps to Digester

Designing, providing and constructingsump and pump house of requisitecapacity with ceiling height not less than6 M, sludge stream for recirculation toaeration tank and excess sludge toSCBT, including C.I. piping to carry thisflow to sump as per detailedspecification and as directed byEngineer-in-charge.

Chlorine Contact TankDesigning, providing and constructingchlorine contact chamber of adequatecapacity to deal with 1 DWF averageflow. The chlorine contact tank shouldbe of 30 minutes capacity duringaverage flow to achieve 99.99%coliform reduction. Chlorine dose shallbe maintained as per standardprovisions including designing,providing and constructing water supplyarrangement for chlorination includingproviding dewatering and bypass

arrangements, jointing to final effluentmain and outlet weir, etc. complete. Theeffluent quality should match with thestandards laid down by MaharashtraWater Pollution Control Board and asper the obligatory provisions anddetailed specifications and as directedby Engineer-in-charge.





Chlorinator and Chlorinator Room /Tonner Room

Designing, providing and constructingchlorinators, vacuum type 2 nos. eachhaving capacity of 10 Kg/hr as perobligatory provisions and detailedspecifications with necessary provisionof chlorinator room having floor area notless than 30 sqm including automaticresidual chlorine controller with actuatorand residual chlorine analyser includingcost 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 3MT capacity crane for loading andunloading facility. Tonner storageshould distinctly isolated and should be

for minimum 10 tonners space andarrangements as per gas laws 1981and factory act shall be provided and allother matching amenities be provided, 5MT gantry shall be provided for fulllength of tonner room at 6 M height fromfloor level, with outlet chamber andtreated effluent outlet channel, etc.complete as per detailed specifications.

Sump cum Blending Tank (SCBT)

Designing, providing and constructingsump cum blending tank of appropriate

size and detention time with free boardof 0.60 M. The slope of floor 1:4 withsuction pit at the centre as per detailedspecifications and obligatoryrequirements.

P.S.T. Sump cum Blending Tank, PumpHouse with Recirculation Pumps

Designing, providing and constructingpump house of appropriate size withpumps, ceiling height minimum 6 Mover the circular sump for dischargingthe sludge to thickener and recycling of

flow for blending with C.I. piping, etc.complete as per detailed specifications.





Sludge Centrifuge Room withCentrifuges

Designing, providing, constructing andinstalling including foundation, etc.sludge centrifuge to handle the sludgeflow of one day in one hour per unit withsludge dewatering unit, drain, etc.complete as per specifications, sludgecentrifuge with all necessaryarrangements as per detailedspecifications mentioned in Volume-IIand Volume-III of tender and obligatoryprovisions, be provided with satisfactoryfunctioning.

Gas Holder

Designing, providing and constructinggas holder having gas collectionsystem, gas flow meter and gas burner

with floating dome arrangement andstorage time 6 hrs. to be constructed inM-300 having appropriate diameter asper detailed specifications andobligatory provisions. The floating domeshall be of 8 mm thick M.S. plateminimum and shall be provided with twocoats of anti-corrosive epoxy coatingfrom both faces.

Outfall Sewer

Designing, providing and constructingappropriate outfall sewer of RCC NP-2

pipe to discharge treated effluent,untreated effluent from outlet chamber(after basin / chlorination tank) to thelocal nalla at a point shown on thedrawing including necessary chambersfor inspection / cleaning includingnecessary excavation , dewatering,refilling, concrete encasing/ beddingconcrete steps to reach the nalla bedlevel, pitching and energy dissipationchamber in the nalla portion, etc.complete upto 50 M length RCC NP-2pipeline and including all above items.





Piping Work in CI 'LA' class includingSluice Valve, Reflux Valve, M.S. Gate

Providing, laying and jointing pipesother than those already included in theabove items for interconnection bypassdrains, etc. of all units includingadequate numbers of manholechambers. The item includesexcavations, refilling and hydraulictesting of pipes, valves, gates,accessories and cost of jointingmaterials. The item includes requiredchannels with gates for interconnectionof units, bypass drains, etc. for all unitsand as directed, etc. complete as perdetailed specifications.

Administrative Building cum Laboratory(G+1)

Designing, providing and constructingadministrative building, office cumlaboratory including stores. This shallbe a building having appropriate carpetarea at ground floor and at first floorcomplete as per specifications includingnecessary excavation, foundation inRCC M-200 framed structure, BBmasonry (IInd class in CM 1:6) 20 mmcement plaster in CM 1:3 inside andoutside painting, aluminium door andwindow with glass panels, mosaic tileflooring and skirting and all other allied

items, fixtures, fastening electrificationarrangements, water supplyarrangement, etc. complete. Thebuilding will have laboratory on upperfloor of administrative building andshould be so centralised that it shouldnot be attached with any unit but shouldhave complete control of every unit asper laboratory equipment,beautification, telephone and intercomarrangement and wireless system.

Primary and secondary treatment-withdigesters, sludge drying beds etc.complete.

Rates Rs. in Lakhs

1) Upto 10 MLD MLD 57.02 22.81



MLD 49.90 19.96










5 Designing, manufacturing, supplyingand erecting of Filter Plant includingcost of underdrain system, cost of filtermedia, transportation to work siteconnecting inlet, outlet pipelines ofwater supply scheme to the plant withfixing of required appurtenances,gauges, valves, water level and flowindicator, etc. including all duties andtaxes. The cost includes supply ofoperation and maintenance manual freeof cost, one month trial run aftercompletion of erection work with labour

cost, the required training to the staff ofDepartment and Gram Panchayat, 5years' performance guarantee aftercommissioning against manufacturingdefect. The work includes cost ofconstruction of RCC masonry as andwhere necessary including excavation ifrequired, epoxy painting to all unitsinside and outside of the plant, etc.complete.

Rates Rs. in Lakhs

1) 0.5 MLD plant --- Deleted

2) 1.5 MLD plant --- Deleted




224 SECTION – J : (II) MOVING MEDIA BIO REACTOR TECHNOLOGY

The dead bio mass generated will beseparated in the CLARISETTLERTANK wherein tube media is providedfor providing additional surface area forsettlement of bio mass and therebyreducing the space requirement.

The solid-liquid separation is achievedin this tank and clear supernatant willflow by gravity.

The treated wastewater will bedisinfected with Chlorine and allowed toreact in CHLORINE CONTACT TANKprior to suitable disposal.

A typical sketch of bio reactor showingvarious components is given below.

The MMBR / FAB Technology hasfollowing advantages over Conventional

Systems like :1 Low on civil works

2 Low space requirement

3 Low on operating cost due to higherOxygen Transfer Efficiency.

4 Low on maintenance cost

5 Easy to operate with semi-skilledmanpower

6 Higher efficiencies in pollutant removal

7 Effective removal of nitrates and

phosphates

8 Quick retrieval of system after shutdown/ power failure

CARRIER MEDIA

WITH BIO GROWTH

CARRIER MEDIA

WITHOUT BIO GROWTH

CARRIER MEDIA IN WATER





FOLLOWING UNITS ARE INCLUDED

1. Inlet Chamber

Designing, providing and constructingRCC (M-25) inlet chamber designed forthe peak flow including necessary

excavation in all types of strataincluding walkway all around theperiphery. Each compartment will haveCI gates with extension rod, head stock,operating wheels, GI pipe railing, etc.The work includes providing andmaking necessary arrangements toconnect the flow to screen chamber byapproach channel as directed and asper specifications.

1 No.

2. Screen Chamber

Designing, providing, constructing,

testing and commissioning of screenchamber, designed for peak flow inRCC (M-25), including walkway 1.2 mwide with GI pipe.

2 Nos

3. Grit Separator

Designing, providing and constructingdetritor type grit removal mechanism inRCC (M-25) capable of removing 100%0.2 mm size particle and above, havingspecific gravity 2.30 designed for peakflow with suitable arrangement ofseparation of grit from putrescible solids

including providing and makingnecessary arrangements of Jb-1. Inletand outlet channels of required sizes asmake be required to connect the flow toconnecting unit, etc. complete includinghydraulic testing for watertightness ofstructure having minimum FB of 0.3 m,washout arrangement to grit chamberand platform 1.2 m wide RCC walkwaywith GI pipe handling shall be provided.

A pit for collecting grit conveyed byconveyor shall be provided. It should besuitable to handle the grit for carting. Allarrangements shall be as detailed

specifications and as directed.

2 Nos




SECTION – J : (II) MOVING MEDIA BIO REACTOR TECHNOLOGY 227

4. MMBR / FAB Tank

Designing, providing and constructing inRCC (M-25) biological reactor tank forremoval of BOD along with nutrientremoval to handle the average flow andhaving hydraulics suitable to handlepeak flow conditions with suitable 1.2 mwide walkway, expansion joints asrequired, including foundation, etc asper specifications. The tank shall beequipped with inlet and outletarrangement, air blowers for supply ofair, coarse bubble diffusers andaeration grid in SS 304, PP carrier biomedia, etc. FB of 0.5 m and SWD asrequired should be complete as perdetailed specifications.

1 No.

5. Secondary Clari Settler

Designing, providing and constructing inRCC (M-25) watertight secondary clarisettler having SWD of 3.75 m + 0.5 mFB and has tube media in theclarification zone to provide additionalsurface area for settling. The settlershall be provided with a scrapermechanism in MS with epoxy paintingfor collecting the settled solids at thebottom (bottom slope 1:12). The centralfeed well shall be made of MS withepoxy painting from both faces and wellstiffened. The sewage will be admitted

in the feed well and then will moveoutwards towards periphery slowly andcontinuously over a weir and will becollected in a launder.

1 No.





9. SIudge Thickener

Designing, providing and constructingwatertight of sludge thickener - gravitytype in RCC (M-25) with inlet and outletpipes, central feed well, sludge it andsludge removal arrangement, groutingwherever necessary with walkway allaround of 1.20 m with GI pipe railinginterconnecting CI pipes all complete asper specifications, having bottom slope1:8 and 3 m SWD with necessary fixedbridge scraper arrangement as perdetailed specifications and necessaryinlet and outlet arrangement, all otherarrangement as per detailedspecifications.

1 No.

10. Sludge Centrifuge Platform withCentrifuge

Designing, providing, constructing andinstalling including foundation, etc.,sludge centrifuge to handle the sludgeflow of 1 day in 18 hrs per unit withsludge dewatering unit, drain, etc.complete is per specification. Sludgecentrifuge with necessary arrangementsas per detailed specification mentionedin tender and obligatory provisions to beprovided with satisfactory functioning.

1 No.

11. Outfall Sewer

Designing, providing, constructing

appropriate outfall sewer of RCC NP2pipe to discharge treated effluent,untreated effluent from outlet chamber(after basin / chlorination tank) to thelocal Nallah at the point shown on thedrawing including necessary chambersfor inspection and cleaning includingexcavation, dewatering, refilling,concrete, encasing / bedding concrete.

1 No.





15 2650 MLD 48.53

18 3250 MLD 47.89

20 3500 MLD 46.24

25 4350 MLD 44.47

NOTES

1 Screen chamber and grit separator upto5 MLD capacity are manual type.

2 Upto 5 MLD capacity STP, chlorinationis done by using sodium hypochloritesolution. Above 5 MLD capacity, gaschlorinator is provided.

3 Sludge thickener is not provided upto 3MLD capacity STP. Sludge will becollected into sludge sump and pumpeddirectly to sludge dewatering system.

4 For all STP, sludge dewatering is usingsolid bowl centrifuge.

5 Chlorinator room not provided for STPupto 3 MLD. For STP upto 3 MLD,laboratory / administration building isnot provided. Only a room for operatoris provided.

6 Boundary wall, fencing, gate, stormwater drains, site clearance is notconsidered in the scope.

7 All water retaining structures are in M-30 grade of concrete.

8 Water table is considered 5 m below GLfor design.

9 Soil bearing capacity is considered as20 T/m² at 1.5 m below GL.

10 Lead for excavation is considered as0.5 km.

11 Grade of cement used is OPC 43grade.

12 Grade of steel used is Fe 415.

13 Peak factor considered for design for

plants upto 3 MLD is 3, 4; upto 15 MLDis 2.5, 16; upto 20 MLD is 2.0.

14 Chemicals required during trial run andcommissioning are not considered.

15 Water and power during construction,trial run and commissioning shall beprovided by client.

16 Power available at STP location isassumed as LT power supply.





IV MAKES OF EQUIPMENT

No. Description Make

1 Centrifugal Pumps Kirloskar / Jhonson / Kishor / Eqv.

2 Screw Pumps Roto / Tushaco / Eqv.

3 Air Blower Usha / Swam / Kay / Kulkarni / Eqv.

4 Dosing Pumps Milton Roy / VK Pumps / Positive / Minimax / Eqv.

5 Agitators / Flocculators Pavan / Fibre & Fibre / Ceecons

6 Clarifier / Thickener Mechanism To be fabricated as per MJP approved design / make

7 Screens To be fabricated as per MJP approved design / make

`8 Grit Separator To be fabricated as per MJP approved design / make

9 Chlorinator Toshcon Jesco / Banaco / Perfect Chloro / Chlorocontrol /Metito / Eqv.

10 Chlorine Tonner Meenakshi / Eqv.

11 Solid Bowl Centrifuge Alfa Laval / Humbolt / Wedag / Hiller / Eqv.

12 Motors Crompton / Siemens / Lakshmi

13 Cables Finolex / Polycab

14 MS pipes Mahalakshmi Seamless / Maharashtra Seamless /Suryaroshni / Jindal / Eqv.

15 CI Pipes Truform/ Electrosteel/ Kejriwal/ Eqv.

16 Valves Intervalve / BDK / Procon / Tyco / AV Valves / Eqv.

17 Clarisettler Media Cooldeck / Munters

18 Bio Reactor Carrier Media As per MJP approved design / make





Cyclic Activated Sludge Process

A Designing, providing, constructing,hydraulic testing, commissioning andgiving satisfactory trials of STP basedon SBR technology consisting of Inlet

Chamber, Screen Chamber, DetritusTanks, Distribution Chamber andBiological CASP Basins, Sludge Sump,Chlorine Contact Tank, ChlorinatorRoom/Shed, Sludge Centrifugenecessary piping work with requiredvalves, gates, drains, pathways

Administration Block cum Laboratory,Laboratory Equipments, Tools andPlants, Spare Parts, etc. complete asturnkey job with all involved civil,electrical and mechanical worksinclusive of following items, units as perdetailed specification for civil, electrical

and mechanical components with allduties and taxes, etc. complete toachieve BOD < 5 ppm, COD < 100ppm, TSS < 10 ppm, to get recyclablequality of water for industrial /agricultural purposes. (In Case Cyclicactivated sludge plant is designed for N,P outlet parameters shall also includeTN < 10 ppm, Nh3N < 2 ppm and TP <1 ppm)

UNITS INCLUDED

1. Inlet Chamber

Designing, providing, and constructingRCC (M-250) inlet chamber for the peaklow of 2 DWF including necessaryexcavation in all types of strataincluding walkway all around theperiphery.

Each compartment will have phosphorbronze steel gates with extension rod,head stock, operating wheels, GI piperailing, etc. The work includes providingand making necessary arrangements toconnect the flow to screen chamber by

approach channel as directed and asper specifications.





2. Screen Chamber

Designing, providing, constructing,testing and commissioning of screenchamber, designed for average 1 DWFand maximum peak flow of 2 DWF inRCC (M-250), including inlet pipe /channel from inlet chamber, outlet pipechannel to detritus tank, free board of0.5 m minimum, RCC walkway 1.2 mwide with GI pipe railing, RCC staircaseof 1.2 m width from GL to screenchamber.

3. Detritus Tank

Designing, providing and constructingcontinuous grit removal type DetritusTank, mechanically operated in RCC(M-250) capable of removing 100% of0.2 mm size particle and above, having

specific gravity 2.30, designed for onepeak 2 DWF with suitable arrangementof separation of grit from putresciblesolids. Inlet and outlet channels ofrequired sizes as may be required toconnect the flow to connecting unit etc.complete including hydraulic testing forwatertightness of structure havingminimum FB of 0.3 m, washoutarrangement to grit chamber andplatform 1.2 m wide RCC walkway withGI pipe handling shall be provided. A pitfor collecting grit conveyed by conveyor

shall be provided. It should be suitableto handle the grit for carting. Allarrangements shall be as detailedspecifications and as directed.





4. CASP Basins

Designing, providing and constructing inRCC (M-250), CASP basins forbiological removal of BOD along withnitrification, denitrification, Bio-Premoval in compartments to handlecombine flow of 1 DWF incoming flowand recirculation flow includingconstruction of selector compartmentsand providing 1.2 m wide clearapproach walkways, expansion jointswherever necessary, includingfoundations, etc as per specifications.Peak factor shall be 2, F/M ratio shallbe 0.15, complete with air blowers, finediffused aeration grid / equipment andFB 0.5 m and SWD as required. DOlevel in basin to be minimum 2 mg/lcomplete with ‘Oxygen Uptake Rate’

control system and all relatedinstruments, stainless steel decantersand automation works. MLSSconcentrations shall be 2000-5500 mg/lor more. MLVSS to MLSS ratio to be0.8. HRT shall be between 12 to 13 hrsand SRT suitable for fully digestedsludge. It should have all other relatedworks as per detailed specification. Incase CASP is designed to achieve N,Premoval HRT shall be between 15-18hrs and SRT shall be suitably providedto a.

5. Chlorine Contact Tank

Designing, providing and constructingchlorine contact chamber of adequatecapacity to deal with 1 DWF averageflow. The chlorine contact tank shouldbe 30 min capacity, during average flowto achieve 99.99% coliform reduction.Chlorine dose shall be maintained asper standard provisions, includingdesigning, providing and constructingwater supply provision for chlorinationincluding providing dewatering and

bypass arrangement, jointing to finaleffluent mains and outlet weir, etc.complete. The effluent quality shouldmatch with the standards laid down byMaharashtra Water Pollution ControlBoard and as per obligatory provisionand as detailed specification and asdirected by Engineer-in-charge.





6. Chlorinator and Chlorinator Room /Tonner Room

Designing, providing and constructingchlorinators vacuum type 2 Nos. withauto switchover facility and havingcapacity for dosage of adequatechlorine to ensure 99.99% coliformreduction as per obligatory provisionsand detailed specifications withnecessary provision of havingchlorinator room of adequate size. Thechlorinator equipment shall include costof chlorine cylinders / tonner piping,valves, measuring and controllingequipments, safety devices, liftingequipments, etc. complete as per IS-10553 (Part II) 1982. The tonner roomshould have minimum 3 MT capacityhoist for loading and unloading facility.

Tonner storage should be distinctlyisolated and should be for minimumstorage space as directed in the designspecification and as per Gas Laws 1981and Factory Act shall be provided. Allother matching amenities shall beprovided. 5 MT gantry rail shall beprovided for full length of tonner room at6 m height from level of tonner room,with outlet chamber and treated effluentoutlet channel, etc. complete as perdetailed specification.

7. Sludge Sump

Designing, providing and constructing ofsludge sump and pump house ofappropriate size with pumps, ceilingheight minimum 6 m over sump fordischarging sludge to centrifuge usingCI pipe, etc. complete as per detailedspecification.

8. Sludge Centrifuge Platform withCentrifuges

Designing, providing, constructing andinstalling including foundation etc.,

sludge centrifuge to handle the sludgeflow of 1 day in 20 hours per unit withsludge dewatering unit, drain etc.complete as per specification. Sludgecentrifuges with the necessaryarrangement, as per detailedspecification mentioned in tender andobligatory provisions to be provided withsatisfactory functioning.





9. OutfaIl Sewer

Designing, providing and constructingappropriate outfall sewer of RCC NP2pipe, to discharge treated effluent fromoutlet chamber after chlorination tank tothe local nallah at the point shown onthe drawing including necessarychamber for inspection and cleaningincluding necessary excavation,dewatering, refilling, concrete encasing/ bedding concrete steps to reach thenallah bed level, pitching and energydissipation chamber in nallah portion,etc. complete upto 50 m length RCCNP2 pipe line and including all aboveitems.

10. Piping Work in CI-LA class includingSluice Valves, Reflux Valves, MS Gates

Providing, laying and jointing pipesother than those already included in theabove items for interconnection, bypassdrains, etc. of all units includingadequate number of manholechambers. The item includesexcavations, refilling and hydraulictesting of pipes, valves, gates,accessories and cost of jointingmaterials. The items includes requiredchannels with gates for interconnectionof units, bypass drains, etc. for all unitsas directed, etc complete as per

detailed specifications.

11. Administrative Building cumLaboratory (G+1)

Designing, providing and constructingadministrative building, office cumlaboratory including stores. This shallbe a building having appropriate carpetarea at ground floor and at first floorcomplete as per specifications includingnecessary excavation, foundation inRCC M-200 framed structure BBmasonry (IInd class in C.M. 1:6), 20 mm

cement plaster in CM 1:3 inside andoutside painting. Aluminium door andwindow with glass panels, mosaic tileflooring and skirting and all other allieditems, fixtures, fastening, electrificationarrangement, water supplyarrangement, etc. complete.





The building will have laboratory onupper floor of administrative buildingand should be so centralized that itshould not be attached with any unit butshould have complete control of everyunit as per laboratory equipment,

beautification, telephone and intercomarrangement and wireless system.

Capacity of Area No. of Unit Rate

the Plant required Basins (in Rs. Lakhs)

in MLD in Ha.

1 0.16 2 MLD 299.67

2 0.20 2 MLD 200.37

5 0.40 2 MLD 125.89

10 0.70 2 MLD 102.85

15 0.75 2 MLD 92.09

20 0.80 4 MLD 87.16

25 1.00 4 MLD 83.87

30 1.20 4 MLD 78.94

40 1.60 4 MLD 74.00

50 1.75 4 MLD 72.36

60 1.90 4 MLD 70.71

75 2.25 4 MLD 69.07

100 2.40 6 MLD 65.78

125 3.00 6 MLD 62.49

150 3.50 6 MLD 60.85

NOTES

a These Rates are for Civil Works, in M-30 grade RCC.

b Water Table is considered at 5 m belowground level.

c Soil bearing capacity considered as 20T/m² at 1.5 m below ground level.

d OPC has been considered for costingpurposes.

e All civil items, electrical, piping, valves,pumps, motors, blowers, etc. areconsidered as per MJP Schedule ofRates.





f I.Nos.1, 2 include sludge drying bedsinstead of sludge centrifuge and DWPEdosing system.

g I.Nos.1, 2, 3 include NaOCI dosingsystem instead of Gas Chlorination.

h I.Nos.1, 2, 3 do not include Lab andLab Equipments.




SECTION - K : (I) RCC GSRs AND SUMPS 241

1 Designing (aesthetically), andconstructing RCC ground servicereservoirs / RCC sumps in M-300 mix ofrequired capacity including excavationin all types of strata, foundationconcrete, container walls, bottom slab

top RCC roof slab / or dome, 20 mmthick cement plaster with water proofingcompound in CM 1:3 proportion toinside face of the container, includingepoxy paint from inside includingrefilling and disposing of surplus stuffwithin lead of 50 M, all labour andmaterial charges, for laying and jointingof pipe assembly for inlet, outletwashout, over flow and bypassarrangement consisting of C.I. M.S. D/F.pipes, specials and valves of givendiameters, providing and fixing

accessories such as M.S. ladder insideand outside, C.I. Manhole frame andcover, water top slab, B.B. masonrychamber for all valves, ventilatingshafts, including giving satisfactoryhydraulic test and water tightness testas per IS code and providing threecoats of cement paints to all exposedsurface of structure including roofsurface etc. complete as per designdata, criteria, obligatory requirementsand detailed specifications. Anti-termitetreatment shall be given forunderground portion of the structure.

Notes

1) The design shall be in accordance withvarious relevant I.S. specification (I.S.456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)

2) Only M.S. bars grade I conforming toI.S. 432 part-I or high yield strengthdeformed bars conforming to I.S. 1786or I.S. 1139 shall be used. Grade-IIM.S. bars shall not be used.

3) Entire structure shall be in M-300 only.

4) The scope of pipe assembly work shallbe upto 5 metre beyond outside face ofthe wall, cost of pipes valves andspecials is not included in the rate butlabour cost for laying and jointing isincluded.

5) The G.S.R. / Sump above 15 lakh litrescapacity shall be in two compartment.




242 SECTION - K : (I) RCC GSRs AND SUMPS

6) The Job includes designing thestructure for uplift pressure anddewatering if required during entireexecution and disposal of surplusexcavated stuff within lead of 50 metresas directed by Engineer-in-charge. If

uplifts considered in design, then theserates shall be increased by 7.5%.

7) G.S.R. outlets shall be with bell mouthof approved pattern in bottom slab andcost of designing bell mouth is includedin the rate. Sump well includes cost ofsuction pit required at bottom.

8) For pipe diameters upto 300 mm onlyCI pipes and CI specials shall be used.For pipe diameters above 300 mm, M.S.pipes and specials minimum 10 mmthick shall be used with proper

anticorrosive epoxy treatment frominside and outside.

9) Cost of pump house is not included inthese rates.

10) Above rates are applicable for SeismicZones 2, 3 and 4.

11) 75% part rate shall be payable forreinforcement, concrete and plasteringitems of all types of G.S.R.s and sumpstill satisfactory hydraulic testing forwater tightness test is given and till thatwork shall be treated as incomplete.

Note : Conditions from Sr. No. 1 to 11shall form a part and parcel of tenderand must be included in the draft tenderpapers for work of R.C.C. GSRs andsumps.

Rates for RCC GSRs and Sumps Rate in Rs. Rate in Rs.

1) Upto 25,000 litres Lit 12.28 4.91

2) Cost of 25,000 litres capacity Job 307000.00 122800.00

3) Add for capacity above 25,000 upto50,000 litres

Lit 7.13 2.85



Lit 5.94 2.38


7) Add for capacity above 75,000 upto1,00,000 litres

Lit 5.35 2.14

8) Cost of 1,00,000 litres capacity Job 7675500.00 307000.00




SECTION - K : (I) RCC GSRs AND SUMPS 243

9) Add for capacity above 1,00,000 upto1,50,000 litres

Lit 4.59 1.84



Lit 4.75 1.90



Lit 4.16 1.66



Lit3.56

1.42



Lit2.97

1.19

18) Cost of 10,00,000 litres capacity Job 3847500.00 1539000.0019) Add for capacity above 10,00,000 upto

15,00,000 litresLit

2.380.95


21) Add for capacity above 15,00,000 litres Lit 1.78 0.71

Note : 10% shall be added over the costof GSR for sump where overhead pumphouse is proposed.




SECTION - K : (II) RCC ESRs 245

1 Designing (aesthetically), andconstructing RCC elevated servicereservoirs of following capacity withRCC staging consisting of columns,internal and external bracings spacedvertically not more than 4.5 metres

centre to centre for ESR havingcapacity upto 500 cum and not morethan 6 m c/c for ESRs having capacityabove 500 Cum including excavation inall types of strata, foundation concrete,cement plaster with water proofingcompound to the inside face of thecontainer including refilling disposing offthe surplus stuff within a lead of 50metres, all labour and material chargesincluding lowering, laying, erecting,hoisting and jointing of pipe assembly ofinlet, outlet, washout, overflow and

bypass arrangements as perdepartmental design, providing andfixing accessories such as M.S. ladder,C.I. manhole frame and covers, waterlevel indicators, lightening conductor,G.I. pipe railing around walk way andtop slab, providing spiral stair case fromground level to roof level, M.S. grill gateof 2 M height with locking arrangementof approved design, B.B. masonrychambers for all valves, ventilatingshafts, providing and applying threecoats of cement paint to the structureincluding roof slab, epoxy painting tointernal surface and anti-termitetreatment for underground parts of thestructure and giving satisfactory watertightness test as per I.S. code. The jobto include painting the name of thescheme and other details on thereservoir as per the directions ofEngineer-in-Charge.

Notes

1) The design of the structure be inaccordance with relevant I.S.specification (I.S. 3370 - 1965 or

revised.)

2) The design shall satisfy the stipulationsas per I.S. 1893 - 1984 and I.S. 13920/ 1993 for seismic force and I.S. - 11682/ 1985 for R.C.C. staging of overheadtanks.




246 SECTION - K : (II) RCC ESRs

3) For design having more than 6columns, provision of internal bracing isobligatory. External bracings is alsoobligatory.

4) The entire structure shall be in M-300mix only.

5) Plain round mild steel bars grade-Iconforming to I.S. 432 part-I or highyield strength deformed barsconforming to I.S. 1786 or I.S. 1139shall be used, grade-II mild steel barswill not be allowed.

6) Irrespective of the type of foundationproposed in the design, one set ofbracing be provided at the ground level.

7) These rates include providing M.S.ladder for E.S.R.s upto 2 lakh litres

capacity and providing spiral staircasefor E.S.R. above 2 lakh litres capacity.

8) Staging shall have to be designed withstresses of M-200 concrete for ESR.However all RCC construction shouldbe done in M-300.

9) These rates are including the cost ofuplift pressure if any and entiredewatering during execution. In case ofwater logging area where water isstretch at shallow depth, extra provisionof dewatering shall be made as per site

condition.10) 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 strictlyfollowed and additional cost, if any, dueto these conditions is included in therates mentioned below.

11) 75% part rate shall be payable forreinforcement concrete and plasteringitems of containers of E.S.R. tillsatisfactory hydraulic testing for water

tightness is given; and till that work shallbe treated as incomplete.





12) The rates indicated in the table areexcluding the cost of pipes, specialsand valves required for inlet, outlet,washout, overflow and bypassarrangement. The scope of work,however, includes cost of erecting,

laying and jointing of pipes and valvesincluding cost of jointing materials upto5 M beyond outer face of outermostcolumn.

13) For ESR upto 500 cum capacity C.I.double flanged pipes upto 300 mm diashall be provided and C.I. specials shallbe used. For ESR above 500 cumcapacity C.I./M.S. pipe assembly withminimum 8 mm thickness upto 500 mmdia and minimum 10 mm thicknessabove 500 mm dia can be used withproper anti-corrosive epoxy treatment

from inside and outside.

14) Below mentioned rates are forfoundations with individual footing withbearing capacity of 20 tonnes persquare metre. For raft foundations,these rates shall be increased by 7.5%where safe bearing capacity (SBC) is 5MT per sqm and by 5% where SBC ismore than 5 MT/sqm and upto 10MT/sqm. This % of 5% or 7.5% isapplicable for estimation of amount oflumpsum item of ESR. For extra item

due to change from individualfoundation to raft, actual increase inconcrete and steel be paid as perrelevant DSR item.

15) The rate shall be increased by 30% forbearing piles upto depth of 10 M and forfurther increased in depth by 5 M each,it shall be increased by another 10%.These rates are applicable where raft isnot feasible. For pile foundationssulphate resistant cement shall only beused. Single pile for the column is notpermitted, group of piles shall be

designed with pile cap for each columnof ESR.

16) The rates are applicable for stagingheight of 12 M. These rates shall beincreased or decreased for per metrevariation 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, percentagecalculation 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, percentagecalculation 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%

17) Following rates are for seismic zone III.For zone IV, these rates shall beincreased by 5% and for zone II, theserates shall be decreased by 5%.Concerned Executive Engineer shall

confirm the seismic zone for thescheme from seismic zones plan beforeestimation and adopt appropriate ratesas per actual seismic zones. (Seismicmaps attached in this CSR).

Notes

1) Conditions from Sr. No. 1 to 11 shallform a part and parcel of the tender andmust be included in the draft tenderpapers for works of R.C.C. E.S.R.

2) Conditions from Sr. No. 12 to 17 are for

estimation purpose only and shall notappear in the tender.

Rates for RCC ESRs Rate in Rs. Rate in Rs.

1) Upto 25,000 litres Lit 24.47 9.79



Lit 12.96 5.18



Lit 9.64 3.86


7) Add for capacity above 75,000 upto1,00,000 litres

Lit 8.64 3.46



Lit 7.23 2.89







Lit 6.03 2.41



Lit 5.40 2.16



Lit 5.40 2.16



Lit 5.12 2.05



Lit 4.32 1.73

20) Cost of 5,00,000 litres capacity Job 3608800.00 1443500.0021) Add for capacity above 5,00,000 upto

7,50,000 litresLit 4.32 1.73



Lit 4.32 1.73



Lit 3.92 1.57



Lit 3.24 1.30



Lit --- ---

30) Cost of 25,00,000 litres capacity Job --- ---




Seismic Zone Map




SECTION - K : (III) ANCILLARY ITEMS FOR RESERVOIRS 251

1 Providing and fixing in position copperlightening conductor including copperrod of 20 mm dia as per upper terminal1.5 M long with a knob at end and withconical spike at top, copper tapeconductor 20 x 3 mm size, copper earth

plate of 3 mm thick and 0.81 sqm. inarea, clamps at 1 M centre to centreincluding, necessary excavation, layingand fixing the conductor, providing andfixing 40 mm G.I. pipe upto 3 M heightfrom ground and 0.5 M below groundincluding making all connections, fillingearthing pit with charcoal, salt, etc. &refilling & watering, etc. complete as perspecifications laid down in relevant I.S.codes.

i) For tape of 10 M length No 10639.00 1903.00

ii) Rebate/ extra rate per metre length orpart thereof over and above initiallength of 10 M.

Mtr. 258.00 8.00

2 Providing and fixing in position copperlightening conductor including copperrod of 20 mm dia upper terminal 1.5 Mlong with a knob at the end with aconical spike at top, aluminium tapeconductor 20 x 3 mm size, copper earthplate of 3 mm thick and 0.81 sqm. inarea, clamps at 1 M centre to centreincluding, necessary excavation, layingand fixing the conductor, providing and

fixing 40 mm G.I. pipe upto 3 M heightfrom ground and 0.5 M below groundincluding making all connections, fillingearthing pit with charcoal, salt, etc. &refilling & watering, etc. complete as perspecifications laid down in relevant I.S.codes.

i) For tape of 10 M length No 9331.00 1190.00

ii) Rebate/ extra rate per metre length orpart thereof over and above initiallength of 10 M.

Mtr. 112.00 4.00

3 Providing, hoisting and fixing in positioninverted 'J' type 100 mm dia C.I. cowltype ventilators with mosquitoproofaluminium mesh at top in includingapplying 2 coats of anti-corrosive paint,etc. complete as directed by Engineer-in-charge, weighing not less than 35 kg.

No 1750.00 914.00




SECTION - K : (III) ANCILLARY ITEMS FOR RESERVOIRS 253

8 Providing and constructing RCCventilating shaft of diameters and heightmentioned below with required numberof RCC 15 x 15 cm size columns andRCC circular slab or dome over thepillars in M-150 including cost of all

material and labour, providing and fixingsteel or wooden frame and providingand fixing G.I. flyproof mesh of 26gauge and providing and applying in 3coats of oil paint to wooden or steelframe and cement paint to concretestructure, etc. complete as directed byEngineer-in-charge.

i) 0.9 M dia x 1.35 M height No 5815.00 680.00

ii) 1.2 M dia x 1.80 M height No 7527.00 879.00

iii) 1.5 M dia x 2.25 M height No 11268.00 1322.00

9 Providing and installing mercury waterlevel indicator for RCC ESR and washwater tank site as per instructions ofEngineer-in-charge at ground level ofthe tank or nearing pump house orroom for RCC ESR having 15 mtrs.stage height and 5 mtrs. water storageheight with indication of water height instorage tank in metre and 1/10th ofmetre including providing and installing15 mm dia class 'B' G.I. piping withnecessary accessories from bottom ofthe tank upto the instrument as per

instructions of Engineer-in-charge.

No 17496.00 --

For extra stage height over 15 mtrs. orpart thereof and water depth over 5mtrs. or part thereof for Item No. 9.

Mtr. 933.00 --




254 SECTION - K : (III) ANCILLARY ITEMS FOR RESERVOIRS

10 Providing, erecting, installing andcommissioning Barometric legchlorination system for water treatmentplant upto 5 MLD capacity as permanufacturer's specification with allrequired materials viz. 15 kg. pressure

yellow PVC pipe, specially preparedchamber, mixing chamber, scrubberunit, gas pressure flexible pipe, brassnozzle nipple, electronic alarm unit,PPM dose, indicator of 25 mm dia, 4mm thick glass tube borosil, gas unitopening spanner 3 hole type, instructionboard, aluminium pipe upto sump (max.length 15 M) including civil workswherever required for above materials,fittings, including satisfactory test andtrial at work site, etc. complete. (Item donot 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 116640.00 --

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

Mld 4082.00 --

11 Providing and fixing water levelindicator upto 5 M height including M.S.enamelled gauge plate 300 mm wideand 3 mm thick, copper float, providingand fixing required accessories such aspointer, pulleys, nylon thread includingcost of all material, labour, etc.

complete.

No 8154.00 1738.00

12 Providing and fixing water levelindicator upto 5 M height including M.S.enamelled gauge plate 150 mm wideand 3 mm thick, copper float, providingand fixing required accessories such aspointer, pulleys, nylon thread includingcost of all material, labour, etc.complete.

No 4944.00 1738.00




SECTION - L : CHAMBERS, MANHOLES & DRAINAGE DROPS 255

1 Valve Chamber with Precast RCCCovers

Providing and constructing B.B.masonry valve chamber with 15 cmthick 1:3:6 proportion PCC bedding,excluding excavation, B.B. masonry inCM 1:5 proportion precast RCC frameand cover, etc. complete as directed byEngineer-in-charge.

Note : Wall thickness : 0.23 M for depthof 1.2 M and 0.35 M for balance depthexceeding 1.2 M.

A As above of 60 x 45 cm internal sizeand depth upto 0.9 M with precastR.C.C. slab cover.

No 4680.00 1109.00

a) Add for every increase in depth of 30cm or part thereof

30 cmdepth

1017.00 270.00

B As above of 90 x 45 cm internal sizeand depth upto 1.2 M with precastR.C.C slab cover.

No 6924.00 1662.00


30 cmdepth

1212.00 323.00

C As above of 90 x 60 cm internal sizeand depth upto 1.2 M with precastR.C.C slab cover.

No 7528.00 1831.00


30 cmdepth

1314.00 354.00

D As above of 90 x 90 cm internal sizeand depth upto 1.2 M with precastR.C.C slab cover.

No 9012.00 2193.00


30 cmdepth

1518.00 415.00

E As above of 90 cm internal dia. size anddepth upto 1.2 M with precast R.C.Cslab cover.

No 6829.00 1682.00


30 cmdepth

1179.00 322.00

F As above of 1.2 x 1.2 M internal sizeand depth upto 1.2 M with precastR.C.C slab cover.

No 12071.00 2943.00


30 cmdepth

1928.00 537.00

G As above of 1.5 x 1.5 M internal sizeand depth upto 1.5 M with precastR.C.C slab cover.

No 17668.00 4417.00


30 cmdepth

2379.00 676.00




256 SECTION - L : CHAMBERS, MANHOLES & DRAINAGE DROPS

2 Valve chamber with cast iron manholeframe and covers

Providing and constructing B.B.masonry valve chamber with 15 cmthick 1:3:6 proportion PCC bedding,excluding excavation, B.B. masonry inCM 1:5 proportion, 12 mm thick cementplaster in CM 1:4 proportion on bothsides with providing and fixing C.I.manhole frame and cover in RCC 1:2:4coping or RCC 1:2:4 proportion x 15 cmthick slab, etc. complete as directed byEngineer-in-charge.

Note : Wall thickness : 0.23 M for depthof 1.2 M and 0.35 M for balance depthexceeding 1.2 M.

A As above of 60 x 45 cm internal sizeand depth upto 0.9 M with 60 x 45 cmsize CI manhole frame and cover of 40kg.

No 7035.00 1177.00


30 cmdepth

1017.00 270.00

B As above of 90 x 45 cm internal sizeand depth upto 1.2 M with 90 x 45 cmsize CI manhole frame and cover of 40kg.

No 9120.00 1699.00


30 cmdepth

1213.00 323.00

C As above of 90 x 60 cm internal sizeand depth upto 1.2 M with 90 x 60 cmsize CI manhole frame and cover of 50kg.

No 10376.00 1883.00


30 cmdepth

1314.00 354.00

D As above of 90 x 90 cm internal sizeand depth upto 1.2 M with 53 cm dia CImanhole frame and cover of 90 kg.fixed in RCC slab.

No 14220.00 2342.00


30 cmdepth

1518.00 415.00

E As above of 1.2 x 1.2 M internal sizeand depth upto 1.2 M with 53 cm dia CImanhole frame and cover of 90 kg.fixed in RCC slab.

No 16739.00 2971.00


30 cmdepth

1932.00 538.00





F As above of 1.5 x 1.5 M internal sizeand depth upto 1.5 M with 53 cm dia CImanhole frame and cover of 90 kg.fixed in RCC slab.

No 21798.00 4318.00


30 cmdepth

2379.00 676.00

3 Valve chamber with precast steel fibrereinforced concrete frame and covers(S.F.R.C. frame and covers)

Providing and constructing B.B.masonry valve chamber with 15 cmthick 1:3:6 proportion PCC bedding,excluding excavation, B.B. masonry inCM 1:5 proportion precast S.F.R.C.frame and cover, etc. complete asdirected by Engineer-in-charge.

Note : Wall thickness : 0.23 M for depth

of 1.2 M and 0.35 M for balance depthexceeding 1.2 M.

A As above of 60 x 45 cm internal sizeand depth upto 0.9 M with S.F.R.C.frame and cover.

No 6864.00 1636.00


30 cmdepth

1017.00 242.00

B As above of 90 x 45 cm internal sizeand depth upto 1.2 M with S.F.R.C.frame and cover.

No 9753.00 2325.00

a) Add for every increase in depth of 30

cm or part thereof

30 cm

depth

1213.00 288.00

C As above of 90 x 60 cm internal sizeand depth upto 1.2 M with S.F.R.C.frame and cover.

No 10734.00 2558.00


30 cmdepth

1314.00 313.00

D As above of 90 x 90 cm internal sizeand depth upto 1.2 M with S.F.R.C.frame and cover.

No 12340.00 2943.00


30 cmdepth

1517.00 362.00

E As above of 1.2 x 1.2 M internal sizeand depth upto 1.2 M with S.F.R.C.frame and cover of size 540 mm dia.fixed in RCC slab.

No 15105.00 3601.00


30 cmdepth

1927.00 459.00





F As above of 1.5 x 1.5 M internal sizeand depth upto 1.2 M with S.F.R.C.frame and cover of size 540 mm dia.fixed in RCC slab.

No 20452.00 4875.00


30 cmdepth

2163.00 567.00

4 Providing and fixing in position M.S. airvalve boxes fabricated with 2 mm thickM.S. plate, 30 x 30 x 3 mm size M.S.angle frame, concreting in M-150 forfixing the box in position, applying twocoats of oil paint, painting chainage,locking arrangement, etc. complete asdirected by Engineer-in-charge.

a) For single ball air valve No 2149.00 512.00

b) For double ball air valve No 2425.00 577.00

5 Providing and fixing C.I. road boxincluding loading, unloading and cartingto site of work including all necessaryexcavation in all types of strata andfixing in murum packing, etc. complete.

a) 100 mm x 225 mm (20 kg) No 1363.00 324.00

b) 225 mm x 300 mm (40 kg) No 2544.00 607.00

6 Providing and constructing on sewer,B.B. masonry circular manhole withconcentric cone 1.2 M dia. at bottomand 0.5 M dia. at top and upto a depthof 2.00 M with 23 cm brick work in CM

1:4 proportion excluding excavationincluding foundation concrete 250 mmthick and haunches and channels inC.C. 1:2:4 proportion, finishing channelsin smooth rendering, providing C.I.dapuri type steps each weighing 5.5kg., 1:2:4 coping and providing andfixing approved make and qualityS.F.R.C. frame and cover of 56 cm dia.etc. complete as directed by Engineer-in-charge.

No 19561.00 4662.00

a) Rebate for every decrease in depth of50 cm or part thereof

50 cmdepth

2766.00 599.00





9 Providing and constructing B.B.masonry circular manhole withoutconical shape excluding excavation,RCC 1:2:4 proportion, 20 cm beddingbrick masonry in CM 1:4 proportion, 23cm thick for 2 M depth from top 35 cm

thick for 2 M below it and 45 cm thickfor balance depth, RCC slab at top andat 2 M depth from top for supportingbrick masonry above it, plastering withsmooth finish in CM 1:2 proportion, C.C.1:2:4 finishing channels in smoothrendering, providing C.I. dapuri typesteps each weighing 5.5 kg., providingand fixing S.F.R.C. frame and cover of56 cm dia. at top including cost of allmaterials and labour, etc. complete.

A 1.00 M dia. x 2 M depth No 26040.00 6208.00


50 cmdepth 4385.00 1045.00

B 1.00 M dia. x 3 M depth No 34368.00 8194.00


50 cmdepth

6060.00 1446.00

C 1.00 M dia. x 4.5 M depth No 55067.00 13128.00


50 cmdepth

6405.00 1527.00

D 1.50 M dia. x 2 M depth No 37762.00 9003.00

a) Rebate for every decrease in depth of

50 cm or part thereof

50 cm

depth

4953.00 1180.00

E 1.50 M dia. x 3 M depth No 54848.00 13076.00


50 cmdepth

6767.00 1613.00

F 1.50 M dia. x 4.5 M depth No 72277.00 17233.00


50 cmdepth

8319.00 1984.00





10 Drainage Drops

Providing 150 mm dia. S.W. or R.C.C.pipes in vertical drop arrangementincluding providing 150 mm dia S.W.and R.C.C. pipe fixed in B.B. masonryof manhole at the required levelincluding providing 150 mm dia doubletee, 150 mm dia right angled bend,encasing in B.B. masonry 1:4 proportionall around the pipe, double tee, bendupto the foundation of manhole, jointing,cutting, filleting including neat cementrendering, plugging the opening with

jungle wood knob complete as directedby Engineer-in-charge (0.60 M depth)excluding cost of chamber.

No 1869.00 446.00

a) Extra for every 0.5 M depth beyondinitial depth of 0.60 M.

50 cmdepth

721.00 173.00

11 As above but for 200 mm dia pipes anddepth 0.60 M

No 2406.00 574.00


50 cmdepth

768.00 184.00


No 2883.00 687.00


50 cmdepth

780.00 187.00


No 3501.00 835.00


50 cmdepth 896.00 214.00


No 4924.00 1175.00


50 cmdepth

1102.00 263.00


No 5486.00 1308.00


50 cmdepth

1217.00 289.00


No 6313.00 1506.00


50 cmdepth

1401.00 334.00





17 Providing and fixing in position steelfibre reinforced concrete (S.F.R.C.)frame and covers of approved makeincluding loading, unloading,transportation, all taxes, etc. completeas directed by Engineer-in-charge (20

tonnes capacity).

a) 540 mm dia No 2633.00 629.00

b) 560 mm dia No 3272.00 781.00

c) 90 x 45 cm size No 2633.00 629.00

d) 90 x 60 cm size No 2853.00 679.00

e) 60 x 60 cm size No 2606.00 621.00

f) 60 x 45 cm size No 2258.00 538.00

18 Providing and fixing intercepting sewertrap including concrete bedding, etc.

complete.a) 150 x 100 mm No 394.00 94.00

b) 100 x 100 mm No 282.00 68.00

19 Providing and fixing in position S.W.bends of various size, etc. complete.

a) 100 mm No 125.00 30.00

b) 150 mm No 146.00 35.00

20 Providing and fixing 'Y' junction andlabour, etc. complete.

a) Saddle junction 100 x 100 M No 152.00 37.00

b) 'Y' junction 150 x 150 x 100 mm No 176.00 42.00

c) 'Y' junction 300 x 300 x 300 mm No 206.00 50.00

d) 'Y' junction 300 x 300 x 100 mm No 176.00 42.00

21 Providing and fixing in position A.C. soilventilators / slotted as necessary and asdirected by Engineer-in-charge, etc.complete.

a) 80 mm No 149.00 36.00

b) 100 mm No 180.00 43.00

c) 150 mm No 256.00 39.00

22 Providing and fixing A.C. soil pipe ordowntake pipe with all required fittings,taking hole, etc. complete (as permanufacturer's code of practice).

a) 80 mm No 260.00 61.00

b) 100 mm No 310.00 75.00

c) 150 mm No 486.00 117.00





23 Providing and fixing Cast Iron soil pipeof 1.8 M length including taking outholes and all required fittings, etc.complete.

S/S

a) 80 mm No 901.00 215.00

b) 100 mm No 1023.00 245.00

D/S

a) 80 mm No 972.00 232.00

b) 100 mm No 1128.00 269.00




SECTION - M : WELL SINKING & RIVER INFILTRATION WORKS 265

1 Providing, constructing coffer dam inriver basin / dam storages as per typedesign including excavation, filling themiddle portion with B.C. soil (in gunnybags if required). Providing impervious /semipervious materials on both sides of

B.C. soil (in gunny bags if required)including ramming, compacting to thesatisfaction of Engineer-in-charge till thecompletion of work includingdismantling coffer dam after completionof works and disposing off the materialas directed by the Engineer-in-charge.

Cum 499.00 12.00

Note : Pay line maximum. Top widthpayable shall be 2 Mtr. and maximumpayable side slopes shall be 1.5horizontal to 1 vertical, if theconstructed top width of the side slopesare less, then the measurements at

actual are payable. Extra top width orflat slopes are not payable. Contractoris free to use ballies, plastic sheets,piles, pipes, CGI sheets for supportinghearting materials instead ofimpervious/ semi-pervious heartingmaterials for which no extra paymentsshall be payable. 30% payment shall bewithheld for dismantling of coffer dam.

This foot note shall appear in tendercondition.

(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, includingtransport, loading, unloading, hoisting,lowering and setting out at actual site ofwell, sinking M.S. plate cutting edge forR.C.C. well curb consisting of 350 mmM.S. plate, 10 mm thick, champheringat bottom. Cutting edge should beprovided in pieces not less than 2 M inlength. Each joint should be plain fromoutside and jointed by gusset plate 400x 200 x 12 mm thick M.S. plate with 12nos. of 20 mm dia. crushank headedbolts (gusset plates from inside) withunequal angle of 90 x 60 x 10 mmshould be welded from top ofchamfered portion at 14 mm frombottom so that 15 mm side should be incontact with cutting edge with overlap of300 mm joints. 16 mm dia bar shouldbe welded

Kg 82.00 13.00




266 SECTION - M : WELL SINKING & RIVER INFILTRATION WORKS

to M.S. plate 200 mm below the topsurface and length should be 1.8 Mabove plate with a bend 300 mm fromplate surface including 3 coats of anti-corrosive paint as directed by Engineer-in-charge.

3 Providing and filling puddle (selectedgood impervious clay) in Kolhapur typeweirs in proper layers of 15 cmincluding watering, ramming andcompaction, etc. complete with all leadsand lifts.

Cum 195.00 98.00

4 Providing and filling around the wellboulders filling of selected variety andsize of boulders including cost of allmaterials, labour, transportation, etc.complete with all leads and lifts.

Cum 726.00 194.00

5 Providing and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/cstaggered including cost of all materialsand labour involved with all leads andlifts, etc. complete.

RMT 162.00 3.00

6 Providing and fixing M.S. chequerredplate flooring of following thicknesssupported on M.S. angles (25 x 25 x 5mm size) including welding, cutting andfabricating the plates to the requiredsquare or rounding shape, makingholes in the plate, including providingand applying 3 coats of anticorrosive

paint, etc. complete as directed byEngineer-in-charge.

a) 6 mm thick Sqm 3623.00 338.00

b) 8 mm thick Sqm 4633.00 339.00

7 Providing at site of works ISI standardRCC slotted pipes of NP-3 classincluding cost of all central and localtaxes, octroi, inspection, transportation,etc. complete including cost of RCCcollar, etc. complete.

a) 450 mm dia RMT 3623.00

b) 600 mm dia RMT 5619.00

8 Lowering, laying and jointing RCCslotted pipes of following diametersincluding all leads and lifts, cost of

jointing material, labour, etc. completeas directed by Engineer-in-charge.

a) 450 mm dia RMT 178.00

b) 600 mm dia RMT 238.00




SECTION - M : WELL SINKING & RIVER INFILTRATION WORKS 267

9 Lowering, laying and jointing CI 'B' classconnecting mains with rubber gasketsincluding transportation of pipes fromstores to site of works, cost of jointingmaterials, cost of rubber gasket with allleads and lifts, etc. complete.

i) 300 mm dia RMT 199.00

ii) 350 mm dia RMT 231.00

iii) 400 mm dia RMT 306.00

iv) 450 mm dia RMT 320.00

v) 500 mm dia RMT 401.00

vi) 600 mm dia RMT 553.00

vii) 700 mm dia RMT 744.00

viii) 750 mm dia RMT 838.00

10 Providing, lowering, laying and placingin position, shrouding material forporous pipe gallery / slotted pipe gallery/ trench gallery with all leads and liftsinvolved including transportation ofmaterials to site of works, screeningand washing of materials and placing inposition with given section, etc.complete as directed by Engineer-in-charge.

a) 40 mm gauge pebbles Cum 1129.00 237.00

b) 12 mm to 20 mm gauge pebbles Cum 1366.00 285.00

c) 6 to 12 mm gauge pebbles Cum 1557.00 294.00

d) Coarse sand (from river sand at site) Cum 772.00 162.00

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. barstep with proper anchorage, etc. andproviding and applying 3 coats of anti-corrosive paint, etc. complete asdirected by Engineer-in-charge.

No 258.00 67.00

12 Providing and fixing M.S. sluice gates in

position as per detailed drawings andspecification including cost of allmaterials, labour, operating pedestal,connecting rod, painting with threecoats of anti-corrosive paint, etc.complete as directed by Engineer-in-charge.

Kg 91.00 35.00




268 SECTION - M : WELL SINKING & RIVER INFILTRATION WORKS

13 Providing and fixing in position C.I. /M.S. rose pieces in intake wellsincluding cost of all materials andlabour, painting with three coats of anti-corrosive oil paint, etc. complete asdirected by Engineer-in-charge.

Kg 75.00 --

14 Providing and fixing in position 80 mmdia. x 1.5 M deep G.I. pipe anchoragebelow invert of pipeline for nalla or rivercrossings where soft materials or sandis anticipated for considerable depthincluding hammering the pipe upto 1.5M depth below invert of pipe, removingsand/ loose materials in the pipe withsmall and long spoons, providing andfixing 16 mm dia x 1.75 M clear lengthM.S. hook for holding the pipeline inposition, through G.I. pipe alreadyhammered and cleared, pouring cement

grout through this pipe upto top of pipeto form a cement bulb at bottom of pipeand to hold M.S. hook tight in the pipeincluding cost of all material and labourinvolved but excluding cost ofexcavation on pipeline for its exposureupto invert, as per type design.

AnchorPipe

Deleted

Note : This type of pipe anchorage shallbe provided at 30 M centre to centre onalternate side of pipeline for full width ofnalla or river.

15 Providing and spreading around the

well 1 mm thick polyethylene sheetcomplete as directed by Engineer-in-charge.

Sqm 23.00 --

16 Dewatering charges for estimationpurpose for head works in river basin ordam :

i) Approach Channel RMT 5203.00 934.00

ii) Intake Well of 3 M dia. No 69390.00 12455.00

iii) Inspection Well of 2 M dia. No 4468.00 8020.00

iv) Connecting Main RMT 4170.00 746.00

v) Jack Well of 6 M dia. No 20816.00 3736.00

vi) Approach Bridge RMT 701.00 126.00

Notes




SECTION - N : TRIAL RUN 271

1 Commissioning, running andmaintaining the scheme to quantities,rated capacity, including manningnecessary personnel such as operator,valveman, etc. as per requirements ofthe scheme and who should also

administer chemical dose for a period of1 month for individual scheme and 3months for regional scheme, togetherwith training of personnel spared byMJP / Local Body and handing over thescheme to Local Body after completionof the above period as directed byEngineer-in-charge.

Note : Required chemicals to besupplied by Department free of cost andelectricity bill will also be paid by theDepartment.

a) For single village (Three Months) Job 48752.00 --b) For regional scheme upto 3 villages

with raw water pumping, one treatmentplant with pumps, raw water pumpingmain, leading main, ESR, BPT anddistribution system, etc. (For sixmonths)

Job 201115.00 --

c) For regional scheme upto 3 villageswith 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 --

d) For regional scheme more than 3villages trial period shall be one yearwith raw water pumping, one treatmentplant with pumps, raw water pumpingmain, leading main, ESR, BPT anddistribution system, etc. (For one year)

Job 407997.00 --

e) For regional scheme more than 3villages trial period shall be one yearwith 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 --

f) Add for every additional villages or partthereof

Mth. 5996.00 --

g) Add for every additional pumpingstation

Mth. 9867.00 --



SECTION - O : TYPE DESIGNS 273



274 SECTION - O : TYPE DESIGNS

maharashtra jeevan pradhikaran dsr 1213

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