government of maharashtra undertaking

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 271 272 O 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

1

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1. R>mUo 1. _moImS>m gømÐr nd©V am§Jm

dgB© 2. dmS>m n{ü_ KmQ>

3. ehmnya n{ü_ KmQ> nyU© JQ> (3)

4. _wa~mS> n{ü_ KmQ> nyU© JQ> (4)

5. Oìhma n{ü_ KmQ> nyU© JQ> (5)

6. dgB© n{ü_ KmQ> --- CnJQ> (1) nyd© ̂ mJ

7. {^d§S>r n{ü_ KmQ> --- CnJQ> (2) CÎma n{ü_ ̂ mJ 2. am`JS> 8. H$O©V n{ü_ KmQ> nyU© JQ> (6)

9. Imbmnya n{ü_ KmQ> nyU© JQ> (7)

10. gwYmJS> n{ü_ KmQ> nyU© JQ> (8)

11. amohm n{ü_ KmQ> nyU© JQ> (9)

12. _mUJm§d n{ü_ KmQ> nyU© JQ> (10)

13. _hmS> n{ü_ KmQ> nyU© JQ> (11)

14. nmobmXnya n{ü_ KmQ> nyU© JQ> (12)

15. noU n{ü_ KmQ> nyU© JQ> (13)

16. _wê$S> n{ü_ KmQ> nyU© JQ> (14)

17. åhgim n{ü_ KmQ> nyU© JQ> (15)

18. nZdob n{ü_ KmQ> --- CnJQ> (3) X{jU ̂ mJ 3. aËZm{Jar 19. IoS> n{ü_ KmQ> nyU© JQ> (16)

20. {MniyU n{ü_ KmQ> nyU© JQ> (17)

21. g§J_oœa n{ü_ KmQ> nyU© JQ> (18)

22. bm§Om n{ü_ KmQ> nyU© JQ> (19)

23. amOmnya n{ü_ KmQ> nyU© JQ> (20)

24. _§S>UJS> n{ü_ KmQ> --- CnJQ> (4) CÎmaoH$S>rb ̂ mJ 4. qgYwXwJ© 25. H$iH$dbr n{ü_ KmQ> nyU© JQ> (21)

26. gmd§VdmS>r n{ü_ KmQ> nyU© JQ> (22)

27. XodJS> n{ü_ KmQ> nyU© JQ> (23)

28. Hw$S>mi n{ü_ KmQ> nyU© JQ> (24)

29. d¡^ddmS>r n{ü_ KmQ> nyU© JQ> (25)

30. _mbdU n{ü_ KmQ> --- CnJQ> (5) nyd© ̂ mJ

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Amho Vmo CnJQ>

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5. Zm{eH$ 31. BJVnwar n{ü_ KmQ> nyU© JQ> (27)

32. Zm{eH$ n{ü_ KmQ> nyU© JQ> (28)

33. qXS>moar n{ü_ KmQ> nyU© JQ> (29)

34. noR> n{ü_ KmQ> nyU© JQ> (30)

35. gwaJUm n{ü_ KmQ> nyU© JQ> (31)

36. H$idU n{ü_ KmQ> nyU© JQ> (32)

37. ~mJbmn (gQ>mUm) n{ü_ KmQ> nyU© JQ> (33)

38. {gÞa n{ü_ KmQ> nyU© JQ> (34) 6. Ah_XZJa 39. AH$mobm n{ü_ KmQ> nyU© JQ> (35)

40. g§J_Zoa n{ü_ KmQ> nyU© JQ> (35) 7. nwUo 41. OwÞa gømÐr nd©V am§Jm nyU©JQ> (36)

42. Am§~oJmd gømÐr nd©V am§Jm nyU©JQ> (37)

43. IoS> (amOJwê$ZJa) gømÐr nd©V am§Jm nyU©JQ> (38)

44. _mdi gømÐr nd©V am§Jm nyU©JQ> (39)

45. hdobr gømÐr nd©V am§Jm nyU©JQ> (40)

46. _wier gømÐr nd©V am§Jm nyU©JQ> (41)

47. doëho gømÐr nd©V am§Jm nyU©JQ> (42)

48. ̂ moa gømÐr nd©V am§Jm nyU©JQ> (43)

49. nwa§Xa gømÐr nd©V am§Jm nyU©JQ> (44) 8. gmVmam 50. gmVmam gømÐr nd©V am§Jm nyU©JQ> (45)

51. dmB© gømÐr nd©V am§Jm nyU©JQ> (46)

52. nmQ>Um gømÐr nd©V am§Jm nyU©JQ> (47)

53. Omdir gømÐr nd©V am§Jm nyU©JQ> (48)

54. _hm~ioœa gømÐr nd©V am§Jm nyU©JQ> (49)

55. IQ>md gømÐr nd©V am§Jm nyU©JQ> (50)

56. I§S>mim gømÐr nd©V am§Jm nyU©JQ> (51)

57. H$moaoJmd gømÐr nd©V am§Jm nyU©JQ> (52)

58. H$amS> gømÐr nd©V am§Jm nyU©JQ CnJQ> (6) nyd}H$S>rb n{ü_ ̂ mJ

59 CnJQ> (7) nyd}H$S>rb, X{jUoH$S>rb, CÎmaoH$S>rb, n{ü_oH$S>rb H$mhr ̂ mJ

60. \$bQ>U gømÐr nd©V am§Jm nyU©JQ CnJQ> (8) X{jUoH$S>rb d nyd}H$S>rb H$mhr ̂ mJ 9. gm§Jbr 61. {eamim gømÐr nd©V am§Jm nyU©JQ> (53) 10. H$moëhmnya 62. emhÿdmS>r gømÐr nd©V am§Jm nyU©JQ> (54)

63. nÝhmim gømÐr nd©V am§Jm nyU©JQ> (55)

64. H$adra gømÐr nd©V am§Jm nyU©JQ> (56)

65. JJZ~mdS>m gømÐr nd©V am§Jm nyU©JQ> (57)

66. amYmZJar gømÐr nd©V am§Jm nyU©JQ> (58)

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67. H$mJb gømÐr nd©V am§Jm nyU©JQ> (59)

68. ̂ wXaJS> n{ü_ KmQ> nyU© JQ> (60)

69. AmOam n{ü_ KmQ> nyU© JQ> (61)

70. M§XJS> n{ü_ KmQ> nyU© JQ> (62)

71. JS>qh½bO n{ü_ KmQ> nyU© JQ> (63) 11. Ywio 72. gmH$s n{ü_ KmQ> nyU© JQ> (64)

73. Zdmnwar n{ü_ KmQ> nyU© JQ> (65)

74. A¸$bHw$dm gmVnwS>m S>m|Ja nyU© JQ> (66)

75. AH$mUr gmVnwS>m S>m|Ja nyU© JQ> (67)

76. {eanya gmVnwS>m S>m|Ja nyU© JQ> (68)

77. ehmXm gmVnwS>m S>m|Ja --- CnJQ> (9) nyd}H$S>rb d WmoS>m CÎmaoH$S>rb ̂ mJ

78. VimoXm gmVnwS>m S>m|Ja --- CnJQ> (10) CÎmaoH$S>rb ̂ mJ 12. OiJmd 79. MmonS>m gmVnwS>m S>m|Ja --- CnJQ> (11) CÎmaoH$S>rb ̂ mJ

80. ̀ odbm gmVnwS>m S>m|Ja --- CnJQ> (12) CÎmaoH$S>rb ̂ mJ

81. amdoa gmVnwS>m S>m|Ja --- CnJQ> (13) CÎmaoH$S>rb ̂ mJ

82. EoXbm~mX gmVnwS>m S>m|Ja --- CnJQ> (14) CÎmaoH$S>rb d nyd}H$S>rb H$mhr ̂ mJ 13. A_amdVr 83. YmaUr gmVnwS>m S>m|Ja nyU© JQ> (69)

84. {MIbXam gmVnwS>m S>m|Ja nyU© JQ> (70) 14. ̀ dV_mi 85. nwgX gmV_mim am§Jm --- CnJQ> (15) CÎma n{ü_oH$S>rb ̂ mJ, WmooS>m _Ü`_

^mJ

86. A_aIoS> gmV_mim am§Jm --- CnJQ> (16) CÎmaoH$S>rb d nyd}H$S>rb ̂ mJ 15. Zm§XoS> 87. {H$ZdQ> gmV_mim am§Jm nyU© JQ> (71) 16. AH$mobm 88. nmVya AqOR>mMo S>m|Ja --- CnJQ> (17) X{jU d nyd© 17. ~wbT>mUm 89. Im_Jm§d AqOR>mMo S>m|Ja --- CnJQ> (18) CÎma d nyd}H$S>rb ̂ mJ 18. Am¡a§Jm~mX 90. H$ÞS> AqOR>mMo S>m|Ja --- CnJQ> (19) CÎma d nyd}H$S>rb ̂ mJ

91. IwbVm~mX AqOR>mMo S>m|Ja --- CnJQ> (20) _Ybm d X{jUoH$S>rb ̂ mJ

92. gmo`Jm§d AqOR>mMo S>m|Ja nyU© JQ> (72)

93. {g„moS> AqOR>mMo S>m|Ja --- CnJQ> (21) CÎmaoH$S>rb d WmoS>m X{jU n{ü_oH$S>rb ^mJ

19. na^Ur 94. qhJmobr AqOR>mMo S>m|Ja --- CnJQ> (22) X{jUoH$S>rb ̂ mJ

95. H$b_Zyar AqOR>mMo S>m|Ja --- CnJQ> (23) X{jUoH$S>rb ̂ mJ

4

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1) Mm§XO 2) {Vn{b`m 3) {edZmgm 4) nmZgm 5) CgJm§d 6) nmamoi 7) {eadbr 8) OiH$s`m 9) dgB© 10) gmadU 11) KmQ>oKa 12) ̂ mdIb 13) nobmQ> 14) gm{Odbr 15) Xmnodbr 16) H$mOw©am 17) ImS>oH$a 18) {^S>m 19) ImobgQ> 20 ) I¡ao 21) g§Xm 22) MwS>mb 23){Vëhog 24) gmdQ> 25) _aVmar 26) {~bdwS>m 27) J`m 28) XS>{dam 29) gm{Vdbr 30) ImS>r 31) X¡S>m 32) XS>rn 33) dm_Z 34) H$mOy 35) H$moëhr 36) H$moim 37) qMMmQ>r 38) hmodmD$Z

2. {^d§S>r 1) JUoenwar 2) dS>dbr 3) CgJm§d 4) YmS>Jm§d 5) Am§XrnmS>m 6) Jmo~mQ>m 7) ~mo{hbr 8) ~mdMr 9) _mb{d`moa 10) ~obmobr 11) CgnmS>r nmS>m 12) Am§~amB© nmS>m 13) ¿`ma 14) IS>H$s IwX© 15) qnnieoV 16) IS>H$s ~wÐþH$ 17) ̂ mD$nmoi 18) Hw$hmnmS>m 19) Hw$hm 20) Am§~mnmS>m 21) XodnmS>m Hw$bB©nmS>m 22) nm`Jm§d 23) nm`m 24) noê$ZnmS>m 25) ̂ mdS>rnmS>m 26) Ima^md 27) JmZm 28) bmHo$dbr 29) qMMnmS>m 30) Jm¡arnmS>m 31) S>moH$aZmnmS>m 32) AbH$m¡Aar

am`JS> 3. nZdob

1) _m{UH$Ka 2) KmoS>gmdZm 3) gmdZm 4) ~m_Umoar 5) Zm_Xodr 6)Xodbmoir 7) N>mdZm 8) H$mbodbr 9) gmagmB© 10) AmnQ>m 11) H$mgd 12) H$maS>m 13) XodQ>r 14) ~wbgwS>m 15) AHy$dS>r 16) KwamS>md 17) dmdoKa 18) H$moï>r 19) Xmnmodbr 20) XodVwbm 21) gmdbm 22) H$aZmhm 23) H$bm 24) d§S>mZm 25) H$mab 26) XwbKQ> 27) H$mg^mQ> 28) {XKmar 29) hmVd§S>r

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qgYwXwJ© 5. _mbdU

1) Hw$grg 2) Agê$S>r 3) ̂ dmZr 4) d§OH$ma 5) Q>mQ>ma^md 6) ̂ mQ>nmdUr 7) {eamdS>o 8) amQ>rdS>o 9) AmOJUr 10) ~«m÷U 11) {hdmio 12) Amodbr`o 13) ImQ>bo 14) Sw>§Sw>b 15) dm`ZJmdS>o 16) dm`aZ 17) nmoB©n 18) Zogyao 19) dmS>oÀ`m nmQ> 20) Zdm nmQ> 21) JmobdUo 22) S>rH$di 23) MmnoImob 24) Hw$_m_o 25) Zm§Xmogm 26) {VamdS>o 27) nmag 29) S>ohÿb

gmVmam 6. H$amS>

1) _air 2) MmoaOdmS>r 3) H$moardio 4) ~obXmao 5) åhmoào 6) ̂ moiodmS>r 7) gmHw$S>r 8) ̀ oUHo$ 9) H$moio 10) Hw$gya 11) VwidU 12) gdmXo 13) bmQ>Ho$dmS>r 14) hdobdmS>r 15) åhmgmoir 16) eoiHo$dmS>r 17) _Zw 18) ̀ odVr 19) KamidmS>r 20) hU_§VdmS>r 21) Q>miJm§d 22) ̀ oiJm§d 23) Jm¡aodmS>r 24) JUoedmS>r 25) ̂ aodmS>r 26) gmoi{ea_o 27) _hmaJS>odmS>r 28) {OVr 29) A¸$mB©dmS>r 30) H$mgma{ea_o 31) {ZJS>r 32) YmobnmdmS>r 33) {H$di 34) ImoS>VmB©dmS>r 35) _gya 36) hU~admS>r 37) dmÊ`mMr dmS>r 38) _mbdmS>r 39) H$m§~rImS>r 40) {eaJm§d 41) Vwir 42) nmb 43) hanidmS>r 44) [agdS> 45) dñVr gmH$S>r 46) gm§Oya 47) Vm§~do 48) AmaodmS>r 49) J_odmS>r 50) _moidmS>r 51) S>moiodmS>r 52) nm§T>ardmS>r 53) AmUo 54) Am§~dS>o 55) Vmê$I 56) ^dmZnmS>m 57) {eVbdmS>r 58) {MadS>r 59) KaMw§X 60) H$m_Wr 61) dmKoar 62) H$adS>r 63) hOama _mMr 64) dmZa _mMr 65) dZdmg _mMr 66) amO_mMr 67) Q>|^y 68) ̂ `mnya 69) H$moaoJm§d 70) H$md} 71) dS>Jm§d hddobr 72) eonmobr H$mbdS>o

5


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7. \$bQ>U 1) gmbno 2) AmXH$sIwX© 3) AmiOmnya 4) H$moamio 5) dmKmoer 6) bmWdS>m 7) _mZodmS>r 8) PmS>H$~mB©dmS>r 9) dobmoer 10) CObdo 11) XmddmS>r 12) ̂ raodmS>r 13) {Jadr 14) Yw_midmS>r 15) ~oS>Ho$dmS>r 16) gmH$i 17) ̂ mS>ir IwX© 18) XwYo^mdr 19) Omdbr 20) Am§XwS> 21) Hw$admbr ~w.

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Ywio 9. emhXm

1) H$mH$aoXo IwX© 2) H$mH$aoXo ~wÐþH$ 3) H$m|T>mdi 4) Mm§Xgobr 5) {Ma§S>o 6) dê$S> ~wÐþH$ 7) _iJm§d 8) ̂ wbmZm 9) Xam 10) amUrnwar 11) AmH$gnya 12) _mZ_moS>`m 13) ZmJPar 14) b§JS>r ̂ dgZr 15) Hw$¸w$S>dmS> 16) _IUo 17) Am^mS>nya IwX© 18) Q>a~m 19) Zm`Jm§d 20) {ggwam 21) noQ>m 22) \$mo\$mamio 23) Mm§Xnya 24) JwXm 25) BH$amg 26) H$mQ>Ka 27) {nanya

10. VimoXm 1) gmoOyadmS>m 2)_miIwX© 3) Mm¡Jm§d IwX© 4) bmHw$S> eoQ> 5) IS>u IwX© 6) H$mR>moa 7) ~§Ymam 8) IS>r ~wÐþH$ 9) OwdmUr 10) bmImnya 11) _mi 12) _moam_mi 13) Am§~m JìhmU 14)grVnmdir 15) ~m_Zr 16) _bwdm 17) amOmnya

OiJmd 11. MmoonS>m

1) _amR>m 2) gÌmgoZ 3) Im§S>am 4) ̂ moa{MS>m 5) C_aQ>r 6) JmodmnmS>m 7) H¥$îUmnya 8) Imè`mnmS>m 9) {dOmnya 10) _w»`mdVma 11) eoVnmUr 12) ~moAaAZ§Vr 13) _mbmnya 14) {dfUmnya 15) ~moa_ir 16) H$Om©Um 17) _obmZm 18) Xoìhmar

12. ̀ odbm 1) _Zw~mB© XodñWmZ 2) b§JS>m Am§~m 3) JTw>è`m 4) Om_Ý`m 5) Cg_ir 6) harnwar 7) ZmJXodr 8) dmKPra 9) Amgamdmar

13. amdoa 1) {VS>`m 2) A§Yma_mir 3) _moh_moS>r 4) {MMmS>r 5) {M_S>`m 6) JmaIoS>m 7) _moh_m§S>br gyZ 8) qnnQ>Hw§$S> 9) nmb 10) _moaìhmb 11) {OÝgr 12) JmaIoS> 13) ghñZqbJ 14) bmb_mVr

14. EoXbm~mX 1) XwB© 2) gwH$br 3) gmo_UJm§d 4) S>mobaIoS> 5) Zm|Xdob 6) dm`b 7) MmaR>mUo 8) Xodr _§Xra 9) _moa{Pam 10) OmoZYIoS> 11) bmbJmoS>m 12) hbI|S>m

~wbT>mUm 15. Im_Jm§d

1) {Jamoir 2) BgmbdmS>r 3) qMMIoS>ZmW 4) H$R>S>oJm§d 5) qMMIoS>~§S> 6) e|Ðr 7) _m§S>Ur 8) ~moWm 9) IoS>u 10) dmH$s 11) JmaIoS> 12) JmamoS>r 13) Yma 14) _mQ>aJm§d 15) qMMIoS> 16) H$mÝQ>r 17) H$Pa 16) qnnar 17) YZJa 18) bmIZdmS>r IwX© 19) nÎmonya 20) {Z_IoS>m 21) {hdaIoS>m 22) {ZamoS>m

AH$mobm 16. nmVya

1) A§~mar 2) ̂ mZmogm 3) ~obdi 4) ~bH$mnya 5) ̂ moH$X H§$Xmobr 6) ~S>r Am_amB© 7) ~moS>gm 8) ImZmnya 9) H$mH$S>Xmar 10) H$moR>mar ~wÐþH$ 11) nmgQ>b 12) H$mogJm§d 13) _miamOyam 14) gmdaIoS> 15) qMMIoS> nmVya 16) eoH$mnya 17) H$mbm© 18) Mma_wir 19) Ya_ 20) nm§XwUm© 21) gmoZwZm 22) {MIbnmìhi 23) Mm|S>r 24) Om§~ 25) qMMIoS> 26) JmoioJm§d 27) AmYma gmd§Jr 28) JmdS>Jm§d 29) gmdaJm§d

`dV_mi 17. nwgX

1) qnniJm§d 2) hm¡gmnya 3) ~m_ZdmS>r 4) H$moèhmoi 5) Jhþir 6) MmoS>r 7) qMMKmQ> 8) XodJìhmU 9) ~obJìhmU 10) Om_Zr YwX 11) _moaJS> 12) CS>mUr 13) nmadm 14) nm§XwUr IwX© 15) IQ>H$mobm 16) nÝhmim 17) _m§OaOdim IwXm© 18) _m§OaOdim 19) gmdV_mi 20) hZd§VIoS> 21) _madmS>r 22) A_¥VZJa 23)YZVi 24) AZOi 25) CndZdmS>r 26) am_nyaZJa 27) XwY{Jar 28) AZqgJ 29) Om§~ZmBH$a 30) {ebmoZm

6


VmbwH$m


18. C_aIoS> 1) {XS>mim 2) nmS>r 3) {na§Or 4) Jmo{dXnya 5)Hw$air 6) Om_ 7) AH$mobr 8) gmVmam 9) _giJ 10) nmS>r 11) Oodir 12) qnniJm§d 13) ~moS>Im 14) noYm 15) CXmnya 16) gmdaJm§d 17) namoQ>r 18) ZmZr 19) ~moar 20) YoaS>r 21) ndZmim 22) gmoZXm_r 23) ̀ oH§$~m 24) _moaM§S>r 25) H$mog§~r 26) {MIbr 27) am_nya 28) ~moaJm§d 29) S>m|JaJm§d 30) YS>mobr 31) ̂ moB©a 32) Zdobmbnya 33) {XJ«g 34) H$mQ>r 35) H$dR>m 36) dhobr 37) dmZmoam 38) {edmOrZJa 39) Odamim 40) C_ar 41) Agmobr 42) godmbmbZJa 43) dS>Jm§d 44) Xm_gar 45) Wma ~wÐþH$ 46) goa§S>r 47) Xamar 48) _YwamZJa

Am¡a§Jm~mX 19. {g„moS>

1) YZ{eJdmS>r 2) ~m^wiJm§d 3) nmoIar 4) ~mdam 5) _mo_moZm~mX 6) bohm 7) ~mYoJmd ~wÐþH$ 8) A§Ymar 9) OmVdm 10) A_amdVr 11) KmQ>mZm§Xm 12) naXoerdmS>r 13) MmaZoa 14) YmdS>m 15) A§YmadmS>r 16) H$S>oJm§d 17) {gagm_ 18) ZmVoJm§d 19) KmQ>_Ioi 20) hmbXm 21) qnniXar 22) _wI~ma 23) dmKam 24) am§OUr 25) AqOR>m 26) AZmS> 27) Am_gar 28) Zmadr 29) dS>mir

20. H$ÞS> 1) Vm§XwidmS>r 2) nodir 3) _w_gmnya 4) noH$S>dmS>r 5) H$m|S>dmS>r 6) H$ë`mUr 7) dS>Zoa 8) A§~mbm 9) Am§~m 10) Om_S>r 11) aoi 12) Hw§$OIoS> 13) Zm§X{JadmS>r 14) {hdaIoS> 15) dS>mir 16) OoVIoS> 17) _mboJm§d T>moH$i 18) ̂ madm 19) _mboJm§d bmoImo§S>o 20) _mohmS>r 21) hñVm 22) _mhoJm§d 23) MoS>ga 24) nigr IwX© 25) H$m§~ir 26) {^bXar 27) Jmoaqnnir 28) gdIoS> ~wÐþH$ 29) qnnaIoS>m 30) g\$s`m~mX 31) IS>H$s 32) {nera 33) ̂ mVdmS>r 34) dmgar 35) qZ^moam 36) C_aIoS> 37) gmdaJm§d 38) Ym_Ur 39) Am§~odmS>r ~wÐþH$ 40) _ohþU 41) hmaodmS>r 42) dS>Jm§d 43) bmoPm 44) nm§Joar 45) ̂ mnodmS>r 46) gmoZdmS>r 47) {edKmQ> 48) {M_Umnya 49) ZmJmnya 50) H$a§OIoS> 51) aoS>iJm§d 52) Zodynya 53) KmQ>e|Q>m 54) Q>mH$ir 55) A§Vya 56) bmohJm§d

21. IwbVm~mX 1) dS>Jm§d 2) nmS>ir 3) {eamoi ~wÐþH$ 4) gmdaIoS>m 5) bmoYr 6) ~moS>H$ 7) IwbVm~mX 8) Ym_UJm§d 9) AãXwbmnya 10) {ZaJwS>r ~wÐþH$ 11) qnnar 12) O_mbdmS>r 13) åh¡g_mi 14) {eag_mi 15) Q>mH$ir IwX© 16) AmIVdmS> 17) doéi 18) _§Ìmnya 19) IwbVm~mX 20) gamB© 21) ~Xbm~mB© 22) Z§Xw~mX 23) _mngmim 24) agybnya 25) e§H$anyadmS>r 26) gm~wIoS>m 27) {IS>u 28) gmoZIoS>m 29) ̂ Q>Or 30) bm_ZJm§d 31) ImoVoZmnya 32) {da_Jm§d

na^Ur 22. {h§Jmobr

1) Zagr 2) bmohJm§d 3) godbr 4) qnnir 5) ~moaim 6) OiJm§d 7) eoboJm§d 8) gmoZoJm§d 9) qnnaIoS> 10) Xodim 11) AZmnZdmS>r 12) ggwimnya 13) _mWm 14) _y{V©Omnya 15) Ho$haqnnar 16) {gÕoœa 17) {XKwi 18) Qw>S>MZm 19) ~S>MwZm 20) AmoT>m 21) hZw_mZXar 22) {edH$ma 23) Om_bm 24) Om_XZ 25) ~¡Omnya 26) I§~mim 27) \$mgobo 28) V~brJìhmU 29) _m§S>oJmmd 30) amI 31) Om_ar IwX© 32) nm§Jar 33) ~moamim 34) Zm§Xwam 35) H$S>dr 36) Am_ZIoS> 37) ~«÷nwar 38) IiJm§d 39) Om_gZ 40) nmaS>r 41) IiJm§d 42) [aYmog 43) VoOJm§d 44) H$moi§~ 45) gwH$br ~wÐþH$ 46) gwH$br 47) qeXoni 48) YZJadmS>r 49) g~iIoS> 50) ~m^wiJm§d 51) JmoaoJm§d 52) nm|S>rIwX© 53) ~«÷UdmS>r 54) qnnar nmW~i 55) ~moaIoS> 56) EH§$dm 57) I§S>mim 58) qMMmoir 59) ~obam 60) AmS>Jm§d 61) XodR>mU 62) H$mioJm§d 63) H$bmoIoS> 64) H$nMwbr 65) MmQ>moZm 66) XodR>mU

23. H$i_Zyar 1) IoS> 2) YmZmnya 3) YmoÌm 4) A_aImoOm 5) {eag IwX© 6) {eag ~wÐþH$ 7) {S>J«g dmnr 8) qnnar 9) gm§S>g 10) aoQ>H$a 11) damS>r 12) IS>H$V ~wÐþH$ 13) IS>H$g IwX© 14) _§Xmar 15) JmaIoS> 16) _har IwX© 17) IS>Ho$V 18) ~¡O 19) XwYoar 20) qMMmoir 21) ImoS>Vbm 22) noS>Jm§d 23) S>m|Jr 24) Zm§Xwam 25) ~mobmnwar 26) VioJm§d 27) Omdm 28) {_go ~wÐþH$ 29) H$mng 30) {enJr 31) _midmS>r 32) XmS>oJm§d 33) _moVrMmoa 34) {dÇ>bdmS>r 35) qnnar CX© 36) H$mZoJm§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 for dewatering shall be proposed in the estimate where underground water is anticipated in significant magnitude.

3 The rates of excavation for O&M works where limited working space is available and work is required to be carried out on emergency basis, should be adopted as per the actual rate analysis 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 works and should be reduced by 12.5% of labour part when works are to be carried out on piecemeal works and other small works without tendering.

Note : As per Govt. notification No. 25/2012 / service tax dtd. 20 June 2012 point No. 12-E Service Tax is exempted for pipeline, conduit or plant for (i) water supply, (ii) water treatment or (iii) sewerage treatment 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 for these 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. shall be adopted from the Current Schedule of Rates of PWD or Irrigation Department in respective areas. For bore wells, CSR of GSDA shall be followed. Increase in percentage over normal Schedule of Rates will also be as per norms of respective CSR.

7 For mechanical and electrical items related to water supply and sewerage schemes, CSR for 2012-13 prepared by Superintending Engineer (Mechanical), Maharashtra Jeevan Pradhikaran shall be adopted.

8 Following increase in % over normal Schedule of Rates of MJP for 2012-2013 will be applicable (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 of adding both, the higher percentage only be taken. (e.g. if any Municipal Council falls in hilly area, then additional percentage in rates will be only 10% and not 2%+10 %). This additional percentage is only on completed item of work and not applicable to items of providing of materials like steel, pipes, valves, specials, etc.

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 Planning Deptt. from time to time.

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

12 Whenever basic rates of completed items are increased by percentage given at Sr. No.8, the issue rates of materials to be supplied by the Department (if any) for these items shall be increased 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 incorporated in 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 charges and 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 in rate analysis; hence, this item must be incorporated in each scheme. While inviting tenders, if supply is from departmental stores, then this item shall appear in the tender, and if the supply is by contractor, then this item shall not appear in the tender, eventhough same is provided in sanctioned scheme, because the contractor is supposed to bring the pipes and valves directly at 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 hydraulic testing 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 till satisfactory 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 testing is given as per IS code.

20 In case of supply of pipes / valves etc. by contractor, only 85% payment shall be released after supply 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 shall be made while framing the estimate for works included in corporation limit. Octroi charges shall be reimbursed to contractor on production of receipt for payment for materials actually to be used 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 on higher 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 0.5 Mld - always on higher side i.e. if WTP of 2.37 Mld is required; it shall be rounded to 2.5 Mld. For WTP having capacity less than 0.5 Mld, Package Type WTP should be considered.

27 Provision for insurance @1% is considered in Rate Analysis of CSR 2012-13. These rates are applicable only for tendered works and should be reduced by 1% of total rate when works are to 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 of approved 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 Excise dtd. 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, auxiliary equipments & 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 clear treated 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 the water supply project; are exempted from excise duty. However, necessary certificate from 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 amenities is 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 193.00

5 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 48.30

22 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 99.00

42 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 33.00

59 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 303.00

5 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 363.00

22 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 850.00

5 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 the railway receipt

etc. & unloadingthe consignment

from railway wagon & keeping

on railway platform

Consignment booked in

Lifting the materials from

railway platform, loading

into truck

Loading the material into truck from

Departmental stores or

site of work.

Unloading the material from truck including

stacking in Departmental stores or site

of work.

1 2 3 4 5 6 7

(A) MANUAL HANDLING ( Weight upto and including 300 kg)

1 C.I. / D.I. / M.S. / H.D.P.E. pipes of all classes upto and including 200 mm dia pipes of any length

MT 233.00 285.00 75.00 75.00

2 R.C.C. pipes of all classes upto and including 350 mm dia

MT 233.00 285.00 75.00 75.00

3 A.C. pipes of all classes and dia.

MT 123.00 174.00 44.00 44.00

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

MT 123.00 174.00 44.00 44.00

5 All other materials such as C.I. specials of individual weight 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 individual weight above 300 kg)

1 C.I./ D.I./ B.W.S.C./ M.S./ R.C.C. pipes of all classes having individual weight more than 300 kg. and also other heavy materials, valves, machinery having individual weight 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' tender will prevail.

3) Irrespective of supply of CI / DI pipes as per rate contract, when pipes are directly supplied by the firms by road, railway freight upto destination station and carting as per schedule from railway station to work site is allowed. In such cases, rate of Mathadi Kamgar shall not be applicable for carting and normal loading, unloading, carting shall be allowed.

16


STATEMENT – II INCLUDING LOADING, UNLOADING AND STACKING

Lead in km

L

Av. Speed

S

No. of Trips

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

+1)

Km. Done (2NL +6)

Litres of diesel

consumed

cost of diesel

@

Litres of mobile oil consumed

cost of M.Oil

@

cost of 6 mazdoor

per day

Hire charges of truck Rs. per

day

Total cost (6+8+9

+10)

Add 10% overhead charges

Total 11+12

cost per trip (13/3)

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

0.5 15 7.5 13.50 4.50 232.88 0.096 22.08 2045.25 2600 4900.21 490.02 5390.23 718.70

1 16 7.11 20.22 6.74 348.80 0.144 33.12 2045.25 2600 5027.17 502.72 5529.89 777.76

1.5 16.5 6.77 26.31 8.77 453.85 0.188 443.24 2045.25 2600 5142.34 514.23 5656.57 835.53

2 17 6.48 31.92 10.64 550.62 0.228 52.44 2045.25 2600 5248.31 524.83 5773.14 890.92

2.5 17.25 6.2 37.00 12.33 638.08 0.264 60.72 2045.25 2600 5344.05 534.41 5878.46 948.14

3 17.5 5.96 41.76 13.92 720.36 0.298 68.54 2045.25 2600 5434.15 543.42 5977.57 1002.95

3.5 17.75 5.74 46.18 15.39 796.43 0.330 75.90 2045.25 2600 5517.58 551.76 6069.34 9057.38

4 18 5.54 50.32 16.77 867.85 0.359 82.57 2045.25 2600 5595.67 559.57 6155.24 1111.05

4.5 18.25 5.36 54.24 18.08 935.64 0.387 89.01 2045.25 2600 5669.90 566.99 6236.89 1163.60

5 18.5 5.19 57.90 19.30 998.78 0.414 95.22 2045.25 2600 5739.25 573.93 6313.18 1216.41

6 18.75 4.88 64.56 21.52 1113.66 0.461 106.03 2045.25 2600 5864.94 586.49 6451.43 1322.01

7 19 4.61 70.54 23.51 1216.64 0.504 115.92 2045.25 2600 5977.81 597.78 6575.59 1426.38

8 19.183 4.36 75.76 25.25 1306.69 0.541 124.43 2045.25 2600 6076.37 607.64 6684.01 1533.03

9 19.6 4.17 81.06 27.02 1398.29 0.579 133.17 2045.25 2600 6176.71 617.67 6794.38 1629.35

10 20 4 86.00 28.67 1483.67 0.614 141.22 2045.25 2600 6270.14 627.01 6897.15 1724.29

15 25 3.64 115.20 38.40 1987.20 0.823 189.29 2045.25 2600 6821.74 682.17 7503.91 2061.51

20 25 3.08 129.20 43.07 2228.87 0.923 212.29 2045.25 2600 7086.41 708.64 7795.05 2530.86

25 25 2.67 139.50 46.50 2406.38 0.996 229.08 2045.25 2300 6980.71 698.07 7678.78 2875.95

30 25 2.35 147.00 49.00 2535.75 1.050 241.50 2045.25 2300 7122.50 712.25 7834.75 3333.94

35 30 2.4 174.00 58.00 3001.50 1.243 285.89 2045.25 2300 7632.64 763.26 8395.90 3498.29

40 30 2.18 180.40 60.13 3111.73 1.289 296.47 2045.25 2300 7753.45 775.35 8528.80 3912.29

45 30 2 186.00 62.00 3208.50 1.329 305.67 2045.25 2300 7859.42 785.94 8645.36 4322.68

50 30 1.85 191.00 63.67 3294.92 1.364 313.72 2045.25 2300 7953.89 795.39 8749.28 4729.34

60 30 1.6 198.00 66.00 3415.50 1.414 325.22 2045.25 2050 7835.97 783.60 8619.57 5387.23


17

Lead in

km

L

Av. Speed

S

No. of Trips

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

+1)

Km. Done (2NL +6)

Litres of diesel

consumed

cost of diesel

@

Litres of mobile oil consumed

cost of M.Oil

@

cost of 6 mazdoor

per day

Hire charges of truck Rs. per

day

Total cost (6+8+9

+10)


Total 11+12


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

70 30 1.41 203.40 67.80 3508.65 1.453 334.19 2045.25 2050 7938.09 793.81 8737.90 6192.84

80 30 1.26 207.60 69.20 3581.10 1.483 341.09 2045.25 2050 8017.44 801.74 8819.18 6999.35

90 30 1.14 211.20 70.40 3643.20 1.509 347.07 2045.25 2050 8085.52 808.55 8894.07 7801.82

100 40 1.33 272.00 90.67 4692.17 1.943 446.89 2045.25 2050 9234.31 923.43 10157.74 7637.40

125 40 1.1 0 281.00 93.67 4847.42 2.007 461.61 2045.25 2050 9404.28 940.43 10344.71 9404.28

150 40 0.94 288.00 96.00 4968.00 2.057 473.11 1922.54 2050 9413.65 941.37 10355.02 11015.98

175 40 0.82 293.00 97.67 5054.42 2.093 481.39 1677.11 2050 9262.92 926.29 10189.21 12425.87

200 40 0.73 298.00 99.33 5140.33 2.129 489.67 1493.03 2050 9173.03 917.30 10090.33 13822.37

250 40 0.59 301.00 100.33 5192.08 2.150 494.50 1206.70 2050 8943.28 894.33 9837.61 16673.92

300 45 0.56 342.00 114.00 5899.50 2.443 561.89 1145.34 2050 9656.73 965.67 10622.40 18968.57

420 45 0.41 350.40 116.80 604440 2.503 575.69 838.55 2050 9508.64 950.86 10459.50 25510.98

540 45 0.32 351.60 117.20 6065.10 2.511 577.53 654.48 2050 9347.11 934.71 10281.82 32130.69

660 45 0.26 349.20 116.40 6023.70 2.494 573.62 531.77 2050 9179.09 917.91 10097.00 38834.62

780 45 0.22 349.20 116.40 6023.70 2.494 573.62 449.96 2050 9097.28 909.73 10007.01 45486.41

900 45 0.20 366.00 122.00 6313.50 2.614 601.22 409.05 2050 9373.77 937.38 10311.15 51555.75

1020 45 0.17 352.80 117.60 6085.80 2.520 579.60 347.69 2050 9063.09 906.31 9969.40 58643.53

1140 45 0.15 348.00 116.00 6003.00 2.486 571.78 306.79 2050 8931.57 893.16 9824.73 65498.20 Notes 1) No. of trips in a working of 8 hours N = 8 / ( 2(L+S) + 1 ) where L = Lead in km and S = speed, 1 hour is allowed for loading 2) Consumption of diesel taken as 3 km / litre 3) Consumption of Mobile oil taken as 140 km / litre 4) In col. 4, 6 hours has been added for movement from parking place to duty and back 5) Hire charges will remain Rs. 500.00 for 1200 and above km lead 6) Labour required for loading unloading and stacking after the No. of trips reduced below 1 is factorised with actual number of trip.

18


STATEMENT – III EXCLUDING LOADING, UNLOADING AND STACKING

Lead in

km

L

Av. Speed

S

No. of Trips

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

+1)

Km. Done (2NL +6)

Litres of diesel

consumed

cost of diesel

@

per lit

Litres of mobil oil

consumed

cost of M.Oil @

per lit

cost of 6 mazdoor

@ 320.705/

day

Hire charges of truck Rs. Per

day

Total cost (6+8+9

+10)


Total 11+12


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

0.5 15 7.5 13.50 4.50 232.88 0.096 22.08 0 2600 2854.96 285.50 3140.46 418.73

1 16 7.11 20.22 6.74 348.80 0.144 33.12 0 2600 2981.92 298.19 3280.11 461.34

1.5 16.5 6.77 26.31 8.77 453.85 0.188 43.24 0 2600 3097.09 309.71 3406.80 503.22

2 17 6.48 31.92 10.64 550.62 0.228 52.44 0 2600 3203.06 320.31 3523.37 543.73

2.5 17.25 6.20 37.00 12.33 638.08 0.264 60.72 0 2600 3298.80 329.88 3628.68 585.27

3 17.5 5.96 41.76 13.92 720.36 0.298 68.54 0 2600 3388.90 338.89 3727.79 625.47

3.5 17.75 5.74 46.18 15.39 796.43 0.330 75.90 0 2600 3472.33 347.23 3819.56 665.43

4 18 5.54 50.32 16.77 867.85 0.359 82.57 0 2600 3550.42 355.04 3905.46 704.96

4.5 18.25 5.36 54.24 18.08 935.64 0.387 89.01 0 2600 3624.65 362.47 3987.12 743.87

5 18.5 5.19 57.90 19.30 998.78 0.414 95.22 0 2600 3694.00 369.40 4063.40 782.93

6 18.75 4.88 64.56 21.52 1113.66 0.461 106.03 0 2600 3819.69 381.97 4201.66 861.00

7 19 4.61 70.54 23.51 1216.64 0.504 115.92 0 2600 3932.56 393.26 4325.82 938.36

8 19.183 4.36 75.76 25.25 1306.69 0.541 124.43 0 2600 4031.12 403.11 4434.23 1017.03

9 19.6 4.17 81.06 27.02 1398.29 0.579 133.17 0 2600 4131.46 413.15 4544.61 1089.83

10 20 4.00 86.00 28.67 1483.67 0.614 141.22 0 2600 4224.89 422.49 4647.38 1161.85

15 25 3.64 115.20 38.40 1987.20 0.823 189.29 0 2600 4776.49 477.65 5254.14 1443.45

20 25 3.08 129.20 43.07 2228.87 0.923 212.29 0 2600 5041.16 504.12 5545.28 1800.42

25 25 2.67 139.50 46.50 2406.38 0.996 229.08 0 2300 4935.46 493.55 5429.01 2033.34

30 25 2.35 147.00 49.00 2535.75 1.050 241.50 0 2300 5077.25 507.73 5584.98 2376.59

35 30 2.40 174.00 58.00 3001.50 1.243 285.89 0 2300 5587.39 558.74 6146.13 2560.89

40 30 2.18 180.40 60.13 3111.73 1.289 296.47 0 2300 5708.20 570.82 6279.02 2880.28

45 30 2.00 186.00 62.00 3208.50 1.329 305.67 0 2300 5814.17 581.42 6395.59 3197.80


19

Lead in

km

L

Av. Speed

S

No. of Trips

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

+1)

Km. Done (2NL +6)

Litres of diesel

consumed

cost of diesel

@

per lit

Litres of mobil oil

consumed

cost of M.Oil @

per lit

cost of 6 mazdoor

@ 320.705/

day

Hire charges of truck Rs. Per

day

Total cost (6+8+9

+10)


Total 11+12


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

50 30 1.85 191.00 63.67 3294.92 1.364 313.72 0 2300 5908.64 590.86 6499.50 3513.24

55 30 1.71 194.10 64.70 3348.23 1.386 318.78 0 2050 5717.01 571.70 6288.71 3677.61

65 30 1.50 201.00 67.00 3467.25 1.436 330.28 0 2050 5847.53 584.75 9432.28 4288.19

75 30 1.33 205.50 68.50 3544.88 1.468 337.64 0 2050 5932.52 593.25 6525.77 4906.59

85 30 1.20 210.00 70.00 3622.50 1.500 345.00 0 2050 6017.50 601.75 6619.25 5516.04

95 40 1.39 270.10 90.03 4659.05 1.929 443.67 0 2050 7152.72 715.27 7867.99 5660.42

105 40 1.28 274.80 91.60 4740.30 1.963 451.49 0 2050 7241.79 724.18 7965.97 6223.41

130 40 1.07 284.20 94.73 4902.28 2.030 466.90 0 2050 7419.18 741.92 8161.10 7627.20

155 40 0.91 288.10 96.03 4969.55 2.058 473.34 0 2050 7492.89 749.29 8242.18 9057.34

180 40 0.80 294.00 98.00 5071.50 2.100 483.00 0 2050 7604.50 760.45 8364.95 10456.19

230 40 0.64 300.40 100.13 5181.73 2.146 493.58 0 2050 7725.31 772.53 8497.84 13277.88

280 45 0.60 342.00 114.00 5899.50 2.443 561.89 0 2050 8511.39 851.14 9362.53 15604.22

400 45 0.43 350.00 116.67 6037.67 2.500 575.00 0 2050 8662.67 866.27 9528.94 22160.33

520 45 0.33 349.20 116.40 6023.70 2.494 573.62 0 2050 8647.32 864.73 9512.05 28824.39

640 45 0.27 351.60 117.20 6065.10 2.511 577.53 0 2050 8692.63 869.26 9561.89 35414.41

760 45 0.23 355.60 118.53 6133.93 2.540 584.20 0 2050 8768.13 876.81 9644.94 41934.52

880 45 0.20 358.00 119.33 6175.33 2.557 588.11 0 2050 8813.44 881.34 9694.78 48473.90

1000 45 0.18 366.00 122.00 6313.50 2.614 601.22 0 2050 8964.72 896.47 9861.19 54784.39

1120 45 0.16 364.40 121.47 6286.07 2.603 598.69 0 2050 8934.76 893.48 9828.24 61426.50

20


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 in

Bouzer pay load 4.50 MT

M.S. Bar 9.0 MT

Sand 5.75 cum

1 2 3 4 5 6 7 0.5 718.70 79.86 79.86 159.71 79.86 124.99

1 777.76 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 1724.29 191.59 191.59 383.18 191.59 299.88 15 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 1635.53 150 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


21

STATEMENT – V EXCLUDING LOADING, UNLOADING AND STACKING

Lead in km Cost per trip Cement

pay load 9.00 MT Steel

pay load 9.00 MT Bulk Asphalt in

Bouzer pay load 4.50 MT

1 2 3 4 5 0.5 418.73 46.53 46.53 93.05

1 461.34 51.26 51.26 102.52 1.5 503.22 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 1443.45 160.38 160.38 320.77 20 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 1694.93 155 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


STATEMENT – VI INCLUDING LOADING, UNLOADING AND STACKING

Lead in Kms (L)

Cost / trip Lime murum building rubbish

Earth Manure or sludge

Excavated rock

Sand stone aggregate 40 mm &

below

Aggregate 40 mm &

above

Soling stone Concrete block (form)

Timber

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

Unit per Cum per Cum per Cum per Cum per Cum per Cum per Cum per Cum Per Cum

1 2 3 4 5 6 7 8 9 10 11

0.5 718.70 119.78 149.72 130.20 239.57 124.99 130.67 152.91 119.78 124.99

1 777.76 129.63 162.03 140.90 259.25 135.26 141.41 165.48 129.63 135.26

1.5 835.53 139.26 174.07 151.36 278.51 145.31 151.91 177.77 139.26 145.31

2 890.92 148.49 185.61 161.40 296.97 154.94 161.99 189.56 148.49 154.94

2.5 948.14 158.02 197.53 171.76 316.05 164.89 172.39 201.73 158.02 164.89

3 1002.95 167.16 208.95 181.69 334.32 174.43 182.35 213.39 167.16 174.43

3.5 1057.38 176.23 220.29 191.55 352.46 183.89 192.25 224.91 176.23 183.89

4 1111.05 185.58 231.47 201.28 370.35 193.23 202.01 236.39 185.18 193.23

4.5 1163.60 193.93 242.42 210.80 387.87 202.37 211.56 247.57 193.93 202.37

5 1216.41 202.74 253.42 220.36 405.47 211.55 221.17 258.81 202.74 211.55

6 1322.01 220.34 275.42 239.49 440.67 229.91 240.37 281.28 220.34 229.91

7 1426.38 237.73 297.16 258.40 475.46 248.07 259.34 303.49 237.73 248.07

8 1533.03 255.51 319.38 277.72 511.01 266.61 278.73 326.18 255.51 266.61

9 1629.35 271.56 339.45 295.17 543.12 283.37 296.25 346.67 271.56 283.37

10 1724.29 287.38 359.23 312.37 574.76 299.88 213.51 366.87 287.38 299.88

15 2061.51 343.59 429.48 373.46 687.17 358.52 374.82 438.62 343.59 358.52

20 2530.86 421.81 527.26 458.49 843.62 440.15 460.16 538.48 421.81 440.15

25 2875.95 479.33 599.16 521.01 958.65 500.17 522.99 611.90 479.33 500.17

30 3333.94 555.66 694.57 603.97 1111.31 579.82 606.17 709.35 555.66 579.82

35 3498.29 583.05 728.81 633.75 1166.10 608.80 636.05 744.32 583.05 608.40

40 3912.29 652.05 815.06 708.75 1304.10 680.40 711.33 832.40 652.05 680.40

45 4322.68 720.45 900.56 783.09 1440.89 751.77 785.94 919.72 720.45 751.77


23

Lead in Kms

(L) Cost / trip Lime murum

building rubbish

Earth Manure or sludge

Excavated rock

Sand stone aggregate 40 mm &

below

Aggregate 40 mm &

above

Soling stone Concrete block (form)

Timber

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

Unit per Cum per Cum per Cum per Cum per Cum per Cum per Cum per Cum Per Cum

1 2 3 4 5 6 7 8 9 10 11

50 4729.34 788.22 985.28 856.76 1576.45 822.49 859.88 1006.24 788.22 822.49

60 5387.23 897.87 1122.34 975.95 1795.74 936.91 979.50 1146.22 897.87 936.91

70 6192.84 1032.14 1290.18 1121.89 2064.28 1077.02 1125.97 1317.63 1032.14 1077.02

80 6799.35 1166.56 1458.20 1268.00 2333.12 1217.28 1272.61 1489.22 1166.56 1217.28

90 7801.82 1300.30 1625.38 1413.37 2600.61 1356.84 1418.51 1659.96 1300.30 1356.84

100 7637.40 1272.90 1591.13 1383.59 2545.80 1328.24 1388.62 1624.98 1272.90 1328.24

125 9404.28 1567.38 1959.23 1703.67 3134.76 1635.53 1709.87 2000.91 1567.38 1635.53

150 11015.98 1836.00 2295.00 1995.65 3671.99 1915.82 2002.91 2343.83 1836.00 1915.82

175 12425.87 2070.98 2588.72 2251.06 4141.96 2161.02 2259.25 2643.80 2070.98 2161.02

200 13822.37 2303.73 2879.66 2504.05 4607.46 2403.89 2513.16 2940.93 2303.73 2403.89

250 16673.92 2778.99 3473.73 3020.64 5557.97 2899.81 3031.62 3547.64 2778.99 2899.81

300 18968.57 3161.43 3951.79 3436.34 6322.86 3298.88 3448.83 4035.87 3161.43 3298.88

420 25510.98 4251.83 5314.79 4621.55 8503.66 4436.69 4638.36 5427.87 4251.83 4436.69

540 32130.69 5355.12 6693.89 5820.78 10710.23 5587.95 5841.94 6836.32 5355.12 5587.95

660 38834.62 6472.44 8090.55 7035.26 12944.87 6753.85 7060.84 8262.69 6472.44 6753.85

780 45486.41 7581.07 9476.34 8240.29 15162.14 7910.68 8270.26 9677.96 7581.07 7910.68

900 51555.75 8592.63 10740.78 9339.81 17185.25 8966.22 9373.77 10969.31 8592.63 8966.22

1020 58643.53 9773.92 12217.40 10623.83 19547.84 10198.87 10662.46 12477.35 9773.92 10198.87

1140 65498.20 10916.37 13645.46 11865.62 21832.73 11390.99 11908.76 13935.79 10916.37 11390.99

24


STATEMENT – VII INCLUDING LOADING, UNLOADING AND STACKING

Lead in km Cost / trip Cement stone block, GI CI CC AC Pipes below 120 mm dia

Tar bitumen Asphalt

roofing felt & Flooring

Asphalt etc.

Steam coal Matting thatching bambu

ceiling board rubber PVC pipes fittings

Sheet & plate glass in packs Paints &

Distempers AC Sheets & fittings iron fittings and iron sheets

Bricks modular bricks &

Traditional bricks

Tiles half round tiles & Roofing tiles

cement flooring tiles

Glass blocks (hollow) 200x200 x120 mm

Empty cement bags

Pay load 7.0 Mt 4.5 MT 5.5 MT 3.0 MT 7.0 MT 3500 Nos. 3200 Nos. 1000 Nos. 2000 Nos. Unit per 1 M.T. per 1 M.T. per 1 M.T. Per 1 M.T. per 1 M.T. per 1000

Nos. per 1000

Nos. per 1000

Nos. per 1000 Nos.

1 2 3 4 5 6 7 8 9 10 11 0.5 718.70 102.67 159.71 130.67 239.57 102.67 205.34 224.59 71.87 359.35

1 777.76 111.11 172.84 141.41 259.25 111.11 222.22 243.05 77.78 388.88 1.5 835.53 119.36 185.67 151.91 278.51 119.36 238.72 261.10 83.55 417.77

2 890.92 127.27 197.98 161.99 296.97 127.27 254.55 278.41 89.09 445.46 2.5 948.14 135.45 210.70 172.39 316.05 135.45 270.90 296.29 94.81 474.07

3 1002.95 143.28 222.88 182.35 334.32 143.28 286.56 313.42 100.30 501.48 3.5 1057.38 151.05 234.97 192.25 352.46 151.05 302.11 330.43 105.74 528.69

4 1111.05 158.72 246.90 202.01 370.35 158.72 317.44 347.20 111.11 555.53 4.5 1163.60 166.23 258.58 211.56 387.87 166.23 332.46 363.63 116.36 581.80

5 1216.41 173.77 270.31 221.17 405.47 173.77 347.55 380.13 121.64 608.21 6 1322.01 188.86 293.78 240.37 440.67 188.86 377.72 413.13 132.20 661.01 7 1426.38 203.77 316.97 259.34 475.46 203.77 407.54 445.74 142.64 713.19 8 1533.03 219.00 340.67 278.73 511.01 219.00 438.01 479.07 153.30 766.52 9 1629.35 232.76 362.08 296.25 543.12 232.76 465.53 509.17 162.94 814.68

10 1724.29 246.33 383.18 313.51 574.76 246.33 492.65 538.84 172.43 862.15 15 2061.51 294.50 458.11 374.82 687.17 294.50 589.00 644.22 206.15 1030.76 20 2530.86 361.55 562.41 460.16 843.62 361.55 723.10 790.89 253.09 1265.43 25 2875.95 410.85 639.10 522.90 958.65 410.85 821.70 898.73 287.60 1437.98 30 3333.94 476.28 740.88 606.17 1111.31 476.28 952.55 1041.86 333.39 1666.97 35 3498.29 499.76 777.40 636.05 1166.10 499.76 999.51 1093.22 349.83 1749.15 40 3912.29 558.90 889.40 711.33 1304.10 558.90 1117.80 1222.59 391.23 1956.15 45 4322.68 617.53 960.60 785.94 1440.89 617.53 1235.05 1350.84 432.27 2161.34


25

Lead in km Cost / trip Cement

stone block, GI CI CC AC Pipes below 120 mm dia

Tar bitumen Asphalt

roofing felt & Flooring

Asphalt etc.

Steam coal Matting thatching bambu

ceiling board rubber PVC pipes fittings

Sheet & plate glass in packs Paints &

Distempers AC Sheets & fittings iron fittings and iron sheets

Bricks modular bricks &

Traditional bricks

Tiles half round tiles & Roofing tiles

cement flooring tiles

Glass blocks (hollow) 200x200 x120 mm

Empty cement bags

Pay load 7.0 Mt 4.5 MT 5.5 MT 3.0 MT 7.0 MT 3500 No. 3200 No. 1000 No. 2000 No. Unit per 1 M.T. per 1 M.T. per 1 M.T. Per 1 M.T. Per 1 M.T. per 1000

Nos. per 1000

Nos. per 1000

Nos. per 1000 Nos.

1 2 3 4 5 6 7 8 9 10 11

50 4729.34 675.62 1050.96 859.88 1576.45 675.62 1351.24 1477.92 472.93 2364.67

60 5387.23 769.60 1197.16 979.50 1795.74 769.60 1539.21 1683.51 538.72 2693.62

70 6192.84 884.69 1376.19 1125.97 2064.28 884.69 1769.38 1935.26 619.28 3096.42

80 6799.35 999.91 1555.41 1272.61 2333.12 999.91 1999.81 2187.30 699.94 3499.68

90 7801.82 1114.55 1733.74 1418.51 2600.61 1114.55 2229.09 2438.07 780.18 3900.91

100 7637.40 1091.06 1697.20 1388.62 2545.80 1091.06 2182.11 2386.69 763.74 3818.70

125 9404.28 1343.47 2089.84 1709.87 3134.76 1343.47 2686.94 2938.84 940.43 4702.14

150 11015.98 1573.71 2448.00 2002.91 3671.99 1573.71 3147.42 3442.49 1101.60 5507.99

175 12425.87 1775.12 2761.30 2259.25 4141.96 1775.12 3550.25 3883.08 1242.59 6212.94

200 13822.37 1974.62 3071.64 2513.16 4607.46 1974.62 3949.25 4319.49 1382.24 6911.19

250 16673.92 2381.99 3705.32 3031.62 5557.97 2381.99 4763.98 5210.60 1667.39 8336.96

300 18968.57 2709.80 4215.24 3448.83 6322.86 2709.80 5419.59 5927.68 1896.86 9484.29

420 25510.98 3644.43 5669.11 4638.36 8503.66 3644.43 7288.85 7912.18 2551.10 12755.49

540 32130.69 4590.10 7140.15 5841.94 10710.23 4590.10 9180.20 10040.84 3213.07 16065.35

660 38834.62 5547.80 8629.92 7060.84 12944.87 5547.80 11095.61 12135.82 3883.46 19417.31

780 45486.41 6498.06 10108.09 8270.26 15162.14 6498.06 12996.12 14214.50 4548.64 22743.21

900 51555.75 7365.11 11456.83 9373.77 17185.25 7365.11 14730.21 16111.17 5155.58 25777.88

1020 58643.53 8377.65 13031.90 10662.46 19547.84 8377.65 16755.29 18326.10 5864.35 29321.77

1140 65498.20 9356.89 14555.16 11908.76 21832.73 9356.89 18713.77 20468.19 6549.82 32749.10

26


STATEMENT – VIII INCLUDING LOADING, UNLOADING AND STACKING

Lead in km

Cost / trip

R.C.C. STEEL CYLINDER, R.C.C. PIPES, C.I. PIPES, UNREINFORCED CEMENT PIPES, PRECAST CONCRETE PIPES

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

450 & 500 mm

600, 700 & 750 mm

800, 900 & 1000 mm

1200 & 1800 MM

Pay load in Rmt

292.8 219.6 183 109.8 80.52 62.22 54.9 29.28 18.183 15 5

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

UNIT PER 100 RMT

0.5 718.70 245.46 327.28 392.73 654.55 892.57 1155.09 1309.11 2454.58 2927.32 4791.33 14374.00

1 777.76 265.63 354.17 425.01 708.34 965.92 1250.02 1416.68 2656.28 4250.05 5185.07 15555.20

1.5 835.53 285.36 380.48 456.57 760.96 1037.67 1342.86 1521.91 2853.59 4565.74 5570.20 16710.60

2 890.92 304.28 405.70 486.84 811.40 1106.46 1431.89 1622.81 3042.76 4868.42 5939.47 17818.40

2.5 948.14 323.82 431.76 518.11 863.52 1177.52 1523.85 1727.03 3238.18 5181.09 6320.93 18962.80

3 1002.95 342.54 456.72 548.06 913.43 1245.59 1611.94 1826.87 3425.38 5480.60 6686.33 20059.00

3.5 1057.38 361.13 581.50 577.80 963.01 1313.19 1699.42 1926.01 3611.27 5778.03 7049.20 21147.60

4 1111.05 379.46 505.94 607.13 1011.89 1379.84 1785.68 2023.77 3794.57 6071.31 7407.00 22221.00

4.5 1163.60 397.40 529.87 635.85 1059.74 1445.11 1870.14 2119.49 3974.04 6358.47 7757.33 23272.00

5 1216.41 415.44 553.92 664.70 1107.84 1510.69 1955.01 2215.68 4154.41 6647.05 8109.40 24328.20

6 1322.01 451.51 602.01 722.41 1204.02 1641.84 2124.73 2408.03 4515.06 7224.10 8713.40 26440.20

7 1426.38 487.15 649.54 779.44 1299.07 1771.46 2292.48 2598.14 4871.52 7794.43 9509.20 28527.60

8 1533.03 523.58 698.10 837.72 1396.20 1903.91 2463.89 2792.40 5235.76 8377.21 10220.20 30660.60

9 1629.35 556.47 741.96 890.36 1483.93 2023.53 2618.69 2967.85 5564.72 8903.55 10862.33 32587.00

10 1724.29 588.90 785.20 942.23 1570.39 2141.44 2771.28 3140.78 5888.97 9422.35 11495.27 34485.80

15 2061.51 704.07 938.76 1126.51 1877.51 2560.25 3313.26 3755.03 7040.68 11265.08 13743.40 41230.20

20 2530.86 864.36 1152.49 1382.98 2304.97 3143.14 4067.60 4609.95 8643.65 13829.84 16872.40 50617.20

25 2875.95 982.22 1309.63 1571.56 2619.26 3571.72 4622.23 5238.52 9822.23 15715.57 19173.00 57519.00

30 3333.94 1138.64 1518.19 1821.83 3036.38 4140.51 5358.31 6072.75 11386.41 18218.25 22226.27 66678.80

35 3498.29 1194.77 1593.03 1911.63 3186.06 4344.62 5622.45 6372.11 11947.71 19116.34 23321.93 69965.80

40 3912.29 1336.16 1781.55 2137.86 3563.11 4858.78 6287.83 7126.21 13361.65 21378.63 26081.93 78245.80

45 4322.68 1476.33 1968.43 2362.12 3936.87 5368.46 6947.41 7823.73 14763.25 23621.20 28817.87 86453.60


27

Lead in

km Cost /

trip R.C.C. STEEL CYLINDER, R.C.C. PIPES, C.I. PIPES, UNREINFORCED CEMENT PIPES, PRECAST CONCRETE PIPES

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

450 & 500 mm

600, 700 & 750 mm

800, 900 & 1000 mm

1200 & 1800 MM

Pay load in Rmt

292.8 219.6 183 109.8 80.52 62.22 54.9 29.28 18.183 15 5

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

UNIT PER 100 RMT

50 4729.34 1615.21 2153.62 2584.34 4307.23 5873.50 7601.00 8614.46 16152.12 25843.39 31528.93 94586.80

60 5387.23 1839.90 2453.20 2943.84 4906.40 6690.55 8658.36 9812.81 18399.01 29438.42 35944.87 107774.60

70 6192.84 2115.04 2820.05 2384.07 5640.11 7691.06 9953.13 11280.22 21150.41 33840.66 41285.60 123856.80

80 6799.35 2390.49 3187.32 3724.78 6374.64 8692.69 11249.36 12749.27 23904.88 38247.81 46662.33 139987.00

90 7801.82 2664.56 3552.74 4263.29 7105.48 9689.29 12539.09 14210.97 26645.56 42632.90 52012.13 156036.40

100 7637.40 2601.40 3477.87 4173.74 6955.74 9485.10 12274.83 13911.48 26084.02 41734.43 50916.00 152748.00

125 9404.28 3211.84 4282.46 5138.95 8564.92 11679.43 15114.56 17229.84 32118.44 51389.51 62695.20 188085.60

150 11015.98 3762.29 5016.38 6019.66 10032.77 13681.05 17704.89 20065.54 37622.88 60196.61 73439.87 220319.60

175 12425.87 4243.81 5658.41 6790.09 11316.82 15432.03 19970.86 22633.64 42438.08 67900.93 82839.13 248517.40

200 13822.37 4720.75 6294.34 7553.21 12588.68 17166.38 22215.32 25177.36 47207.55 75532.08 92149.13 276447.40

250 16673.92 5694.64 7592.86 9111.43 15185.72 20707.80 26798.33 30371.44 56946.45 91114.32 111159.47 333478.40

300 18968.57 6478.34 8637.78 10365.34 17275.56 23557.59 30486.29 34551.13 64783.37 103653.39 126457.13 379371.40

420 25510.98 8712.77 11617.02 13940.43 23234.04 31682.79 41001.25 46468.09 87127.66 139404.26 170073.20 510219.60

540 32130.69 10973.60 14631.46 17557.75 29262.92 39903.99 51640.45 58525.85 109735.96 175577.54 214204.60 642613.80

660 38834.62 13263.19 17684.25 21221.10 35368.51 48229.78 62415.01 70737.01 132631.90 212211.04 258897.47 776692.40

780 45486.41 15534.98 20713.30 24855.96 41426.60 56490.82 73105.77 82853.21 155349.76 248559.62 303242.73 909728.20

900 51555.75 17607.84 23777.12 28172.54 46954.23 64028.50 82860.41 93908.47 176078.38 281725.41 343705.00 1031115.00

1020 58643.53 20028.53 26704.70 32045.64 53409.41 72831.01 94251.90 106818.82 200285.28 320456.45 290956.87 1172870.60

1140 65498.20 22369.60 29826.14 35791.37 59652.28 81344.01 105268.72 119304.55 223696.04 357913.66 436664.67 1309964.00

28


STATEMENT – IX INCLUDING LOADING, UNLOADING AND STACKING

STONEWARE PIPES

Lead in km

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

Pay Load 480 m 240 m 135 m 105 m 84 m 66 m 43 m 27 m 1 2 3 4 5 6 7 8 9 10 Unit Per 100 Rmt

0.5 718.70 149.72 299.46 532.37 684.48 855.60 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 5677.89 9 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 28895.63

100 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 74722.53 119002.56

660 38834.62 8090.55 16181.09 28766.39 36985.35 46231.69 58840.33 90313.07 143831.93

780 45486.41 9476.34 18952.67 33693.64 43320.39 54150.49 68918.80 105782.35

164468.19

900 51555.75 10740.78 21481.56 38189.44 49100.71 61375.89 78114.77 119897.09

190947.22

1020 58643.53 12217.40 24434.80 43439.65 55850.98 69813.73 88853.83 136380.30

217198.26

1140 65498.20 13645.46 27290.92 48517.19 62379.24 77974.05 99239.70 152321.40

242585.93


29

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 the diameter 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

30


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 14.23 100 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 391.83 383.68 380.63 378.25 Note : These weights are as per the circular issued by Superintending Engineer (HQ) vide

Lt No. MJP / 10 - 2000 / SE (H/Q) / DI / 15 / AMDT / Stores / 255 dt. 26.06.2000


31

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 length

for 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 947.50 400 240.00 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 BE FOLLOWED 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 with bitumen layer W.P. compound.

Sqm 0.35 bags

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

Sqm 0.06 bags

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

Sqm. 0.37 bags

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









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 base coat 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 two coats.

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 1:4 proportion bedding

Sqm 0.15 bags

4 All types of cement / kadappa / polished / mosaic tiles flooring or skirting / dado set on CM 1:4 proportion bedding

Sqm 0.18 bags

5 Glazed / ceramic tiles flooring or skirting / dado fixed with plain 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 / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

(Bd-A-1/259)

Lift 0 to 1.5 M Cum 132.00 132.00

2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

(Bd-A-2/259)

Lift 0 to 1.5 M Cum 150.00 150.00

3 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

(Bd-A-3/259)

Lift 0 to 1.5 M Cum 168.00 165.00

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

Cum 12.00 12.00

5 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

(Bd-A-4/259)

Lift 0 to 1.5 M Cum 413.00 374.00



36


6 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.

(Bd-A-5/259)

Lift 0 to 1.5 M Cum 533.00 452.00

7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.

(Bd-A-6/259)

Lift 0 to 1.5 M Cum 701.00 694.00

8 Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixing shuttering shall be paid separately.

Lift 0 to 1.5 M Cum 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




37

HEAD WORKS

10 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.

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

Cum 353.00 348.00

b) For Head Works on nalla or any other site 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 M beyond initial lift 1.5 M

Cum 19.30 19.30

11 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.

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

Cum 749.00 606.00

b) For Head Works on nalla or any other site 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 M beyond initial lift 1.5 M

Cum 19.00 19.00

12 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works and allied works by well sinking process for average depth of 12 M and lead of 150 M including shoring, barricading, guarding, refilling, disposing off surplus excavated stuff as directed by Engineer-in-charge, etc. complete.

a) Diameter upto and including 3 M Cum 701.00 664.00

b) Diameter more than 3 M Cum 569.00 539.00



38


13 Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.

Cum 539.00 511.00

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

Cum 18.00 17.00

14 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.

(Bd-A-9/261)

HP/ Hr.

60.00 8.00

(i) The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed.

(ii) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well / gallery. Out of 75% excavation, break-up shall be as under

25% for last 1 M depth.

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

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

15% for the rest of depth from water table level.

The above conditions will restrict the tendencies of agencies to avoid deepening of wells, etc. to the required depth.

15 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Cum 60.00 58.00




39

16 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.

(Bd-A-10/263)

Cum 60.00 --

17 Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and 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 to 20 cm thick layers including hand packing and compacting, etc. complete.

(Bd-A-12/264)

Cum 851.00 311.00

19 Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering and compaction, etc. complete.

(Bd-A-13/264)

Cum 869.00 106.00

20 Open timbering in trenches of depth more than 1.5 M for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards / horizontal sheeting, runners, etc. as may be necessary and fixing and removal complete. (Measurements to be taken of the face area timbered)

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

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

Sqm 204.00 9.00

Additional per Sqm for further lifts of 1.5 M 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 1.5 M each

Sqm 20.00 13.00

Note : For the trenches with more than 1.5 M depth, shoring if required from GL is to be done and is payable from GL.



SECTION - F : IRON AND STRUCTURAL STEEL WORK

41

1 Providing and fixing mild steel grill work for windows/ ventilators of 20 Kg/Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete.

(Bd-U-1/537)

Sqm 1753.00 98.00

2 Providing and fixing mild steel grill railing of 20 Kg/Sqm with teak wood hand railing, still and newel posts for staircase and including fabricating, fixtures, erecting, painting the grill work with approved oil paint and polishing the hand rail and newel posts with French polish two coats, etc. complete.

(Bd-U-2/537)

Sqm 2570.00 254.00

3 Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed designs and drawings or as directed by Engineer-in-charge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete.

(Bd-C-3/275)

MT 61327.00 5798.00

4 Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of 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 rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete.

(Bd-C-2/275)

MT 63346.00 5898.00

6 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabricating, hoisting, erecting and fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of 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 Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

Spec. No. - Bd E /1 Page No. 287 and B-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 Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)

a) In RCC M-150 Cum 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 Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)

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


4 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)

For 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




45


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. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works of domes as per detailed drawings and designs approved by Engineer-in-charge including centering, finishing, roughening the surfaces with special finish or plaster to be provided separately, curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (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



46


8 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).

(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 coating to reinforcement bars as per IS-13620/1993 specification for a thickness of 175 (±50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G.I. wire, extra cost on account of touch-up material supplied by coating agency and repair work, extra cost on account of transportation to and fro from steel yard at Regional Centre to plant at Daman and plant at Daman to work site by trailer, loading, unloading, including all 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




47

Notes for Estimation

1) All the rates of Reinforced Cement Concrete Items from 1 to 6 shall be increased by 10% for each brace height above 1st brace for R.C.C. E.S.R.s. e.g. For a R.C.C. E.S.R. with 7 M staging and first brace at 3.50 M above ground, the concrete in columns above first brace, concrete of ring beam and bottom slab is entitled for 10% increase, concrete of vertical wall, roof slab and roof beams, columns in container are entitled for 20% increase.

2) All the rates of Reinforced Cement Concrete Items from 1 to 6 shall be increased by 2% for every floor height above ground floor for building works.

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

4) Rates for Item Nos. 7 and 8 shall be increased by 5% for each brace height above first brace for R.C.C. E.S.R.s. By 5% for every ring beam below first ring beam for R.C.C. wells. By 1% building works for every floor height.

5) Volumetric mix as per 1:1½:3 shall be adopted with 56.5 kg of cement for RCC-250 and 59.5 kg of cement for RCC-300, per load of mixer of 1 bag capacity.

6) Fusion bonded epoxy coating to be proposed only in Coastal Area with prior approval of the Chief Engineer.

7) For estimation purpose, average rates as per Item No. 8b shall be considered wherever necessary.



48


READY MIX CONCRETE

10 Providing and laying in situ Ready Mix Cement Concrete grade of trap / granite / quartzite / gneiss metal for RCC works in foundation like raft, grillage, strip foundation and footing of RCC column and steel stanchions including normal dewatering, form work, compaction, finishing and curing including transporting from mixing plant upto distance of 25 km., pouring the concrete at work site for 1.5 M lift above G.L. and 5.0 M lift below G.L., etc. complete. (Excluding reinforcement and structural steel)

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 Mix Cement Concrete grade of trap / granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing including transporting from mixing plant upto distance of 25 km., pouring the concrete at work site for 1.5 M lift above G.L. and 5.0 M lift below G.L., etc. complete. (Excluding reinforcement and structural steel)

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




49


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


Slabs / Landings / Vertical Walls / Waist Slabs / 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



50



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


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




51

Notes

1) Add Rs. 10/- per Cum for transportation beyond 25 km. for every additional lead of 1 km.

2) Beyond 1.5 M above G.L. and 5.0 M below G.L., concreting is to be done by pumping by the Company.

3) Additional rate of pumping is

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

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

4) For Ready Mix Concrete, prior permission from Chief Engineer must be obtained.

Note : Completed rates are inclusive of 12.5% EPF and 1% Insurance Charges.



SECTION - H : MISCELLANEOUS

53

1 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

RM 950.00 162.00

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

2 Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the Department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete.

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

i) Congested Area Lit 2.16 1.08

ii) Open Area Lit 1.08 1.00

B Capacity of E.S.R. above 2 lakh litres and 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, add 5% per metre staging of E.S.R. of any capacity.

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

No. 27043.00 3556.00

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

No. 8565.00 1164.00



54


5 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it.

a) In overburden (soft soil, murum) RMT 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 a pressure of 5.6 kg/sqcm in required row / zigzag fashion as specified at 1.5 M interval as per site conditions to stop leakages through water retaining structures to the entire satisfaction of the Engineer-in-charge including material compound, hardening materials, compressor equipment including scaffolding, smooth finishing, etc. complete.

i) For masonry structure Bag 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 and fixing 0.5 M long G.I. pipeline for pressure grouting including all material, labour cost and machinery charges, etc. complete.

RM 731.00 67.00




55

8 Providing and casting ferrocrate water tank at site including all cost of labour and material, etc. complete upto 25,000 litres (for foundation and providing and fixing taps, etc. shall be considered separately).

Lit 4.30 1.00

9 Providing and applying one coat of gamma coating or equivalent such as Dr.Bake, Krishna Conchem, Asian Paint, Atul Limited, Burger Paint, epoxy primer 50 to 60 microns thick and covering two coats of gamma coatings or equivalent such as Dr. Bake, Krishna Conchem, Asian Paint, Atul Limited, Burger Paints 30 microns thick each to new M.S. pipes and structural steel or concrete surface including repainting the surface by finishing by solvent degreasing and de-rusting by applying chemical method and scaffolding if necessary, etc. complete as per manufacturer's specifications.

Sqm 291.60 116.50

10 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.)

i) 80 mm No 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 --



56


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 payable till satisfactory hydraulic testing is given.

11 Dismantling dead pipeline of M.S./ R.C.C./ C.I./ P.S.C. and G.I./ A.C./ P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete.

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

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 --




57

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 taps standpost as per type design with excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 concrete for platform of 1.75 M dia. with side curb and bucket rest, 80 mm dia, heavy duty GI pipe central post duly filled therein with C.C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipe from point of tapping to standpost, additional 20 mm dia G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule, etc. complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation is available. Rate includes draining arrangement by excavating open gutters.

No 7960.00

A As above but when precast RCC platform or precast standpost is issued free of cost at departmental stores including cost of transportation and fixing, etc. complete.

No 4773.00 --

13 Providing and constructing two taps standpost as per type design with excavation 30 cm thick boulder filling 15 cm thick PCC in 1:3:6, 20 mm thick RCC, 1:2:4 platform of 1.75 M dia. with side curb and bucket rest, 80 mm dia, heavy duty GI pipe central post duly filled therein with C.C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipe from point of tapping to standpost, additional 20 mm dia G.I. pipe fixed horizontally and providing and fixing two 15 mm dia GI self closing water taps, one brass ferrule, etc. complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when B.C. soil is available. Rate includes draining arrangement by excavating open gutters.

No 8435.00 --



58


A As above but when precast RCC platform or precast standpost is issued free of cost at departmental stores including cost of transportation and fixing, etc. complete.

No 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 for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying, jointing of material, required welding machinery, tripod, chain-pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc., transportation and dewatering, etc. complete, as directed by engineer-in-charge but excluding the cost 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 form shuttering including dismantling after completion for constructing vertical shutters, such as jackwell, balancing tank, bridge column and for horizontal structure in R.C.C. The item includes lifting arrangement, centering, form work, normal dewatering, electrical arrangement with generator set and with all equipments for slip form shuttering work with labour, material and machinery, all rents, fuels, insurance charges. The rate is for various dia, depth and various sizes of structures, etc. complete. Note : A) All risks and costs lie with the contractor itself. B) The arrangement for lighting with cables till top height to be provided by the contractor. C) Any accident arising out of the work will be responsibility of the contractor. D) No idle charges for machinery and labour will be paid. E) Insurance for all types of machinery and workers will be borne by contractor.

Sq.M. 2940.00

Sr. No.


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 pipes of C.I.) of following class and diameter conforming to the IS specifications inclusive of the cost of jointing materials (rubber gasket of EPDM quality) including all staturoty duties and taxes levied by Govt. of India and Govt. of Maharashtra in all respect, education cess, VAT, third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, etc. complete, as directed by engineer-in-charge (IS-1536/2001 for pipes & IS-158/1969 & IS12820/1989 or latest addition / revision with the amendments 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

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Rate (Rs.) 2013-14

60


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 6602.00

x) 450 mm RMT 8976.00 7998.00

xi) 500 mm RMT 10292.00 9170.00

xii) 600 mm RMT 13744.00 12245.00

xiii) 700 mm RMT 17911.00 15958.00

xiv) 750 mm RMT 19896.00 17725.00

xv) 800 mm RMT 22241.00 19815.00

xvi) 900 mm RMT 27072.00 24119.00

xvii) 1000 mm RMT 32562.00 29010.00

C Class 'B' 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 5840.00

ix) 400 mm RMT 7567.00 6742.00

x) 450 mm RMT 9689.00 8631.00

xi) 500 mm RMT 11136.00 9921.00

xii) 600 mm RMT 14671.00 13070.00

xiii) 700 mm RMT 19165.00 17085.00

xiv) 750 mm RMT 21583.00 19229.00

xv) 800 mm RMT 24058.00 21435.00

xvi) 900 mm RMT 29330.00 26132.00

xvii) 1000 mm RMT 35189.00 31352.00

Sr. No.


Rate (Rs.) 2013-14


61

2 Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete.

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

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

Without rubber ring

With rubber ring

i) 80 mm RMT 44.00 50.00

ii) 100 mm RMT 53.00 59.00

iii) 125 mm RMT 66.00 73.00

iv) 150 mm RMT 70.00 79.00

v) 200 mm RMT 94.00 104.00

vi) 250 mm RMT 123.00 135.00

vii) 300 mm RMT 133.00 152.00

viii) 350 mm RMT 166.00 186.00

ix) 400 mm RMT 199.00 230.00

x) 450 mm RMT 199.00 243.00

xi) 500 mm RMT 230.00 280.00

xii) 600 mm RMT 303.00 373.00

xiii) 700 mm RMT 390.00 525.00

xiv) 750 mm RMT 437.00 574.00

xv) 800 mm RMT 535.00 674.00

xvi) 900 mm RMT 639.00 846.00

xvii) 1000 mm RMT 756.00 1026.00

B Class 'A' Without rubber ring

With rubber ring

i) 80 mm RMT 46.00 56.00

ii) 100 mm RMT 56.00 66.00

iii) 125 mm RMT 71.00 79.00

iv) 150 mm RMT 78.00 86.00

v) 200 mm RMT 102.00 110.00

vi) 250 mm RMT 133.00 146.00

vii) 300 mm RMT 145.00 163.00

viii) 350 mm RMT 179.00 200.00

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Rate (Rs.) 2013-14

62


ix) 400 mm RMT 201.00 231.00

x) 450 mm RMT 211.00 245.00

xi) 500 mm RMT 249.00 298.00

xii) 600 mm RMT 329.00 398.00

xiii) 700 mm RMT 423.00 556.00

xiv) 750 mm RMT 475.00 610.00

xv) 800 mm RMT 561.00 698.00

xvi) 900 mm RMT 676.00 882.00

xvii) 1000 mm RMT 789.00 1058.00

C Class 'B' Without rubber ring

With rubber ring

i) 80 mm RMT 50.00 59.00

ii) 100 mm RMT 60.00 71.00

iii) 125 mm RMT 77.00 86.00

iv) 150 mm RMT 87.00 96.00

v) 200 mm RMT 110.00 124.00

vi) 250 mm RMT 144.00 164.00

vii) 300 mm RMT 157.00 175.00

viii) 350 mm RMT 193.00 225.00

ix) 400 mm RMT 225.00 255.00

x) 450 mm RMT 228.00 262.00

xi) 500 mm RMT 268.00 316.00

xii) 600 mm RMT 355.00 423.00

xiii) 700 mm RMT 457.00 588.00

xiv) 750 mm RMT 516.00 650.00

xv) 800 mm RMT 602.00 737.00

xvi) 900 mm RMT 714.00 918.00

xvii) 1000 mm RMT 814.00 1082.00


Sr. No.


Rate (Rs.) 2013-14


63

3 Providing and supplying ISI marked D.I.S&S pipes (push on joints pressure pipes of D.I. of following class and diameters conforming to the IS specifications inclusive of the cost of jointing materials (rubber gasket of EPDM quality) including all staturoty duties and taxes levied by Govt. of India and Govt. of Maharashtra in all respect, education cess, VAT, third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stacking, etc. complete, as directed by engineer-in-charge.

(IS-1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or Latest edition / revision with amendments for rubber gaskets).

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

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Rate (Rs.) 2013-14

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vi) 350 mm RMT 3480.00 3164.00

vii) 400 mm RMT 4143.00 3766.00

viii) 450 mm RMT 5000.00 4545.00

ix) 500 mm RMT 5859.00 5326.00

x) 600 mm RMT 7717.00 7015.00

xi) 700 mm RMT 10409.00 9463.00

xii) 750 mm RMT 12097.00 10997.00

xiii) 800 mm RMT 13989.00 12717.00

xiv) 900 mm RMT 16779.00 15264.00

xv) 1000 mm RMT 19646.00 17860.00

4 Providing and making lead caulked joint with molten lead to Cast Iron pipes and/or specials of all classes and fitting of following dia including cost of lead and all jointing material, labour, hydraulic testing, etc. complete.

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


Sr. No.


Rate (Rs.) 2013-14


65

5 Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking, etc. 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 9885.00

ix) 400 mm RMT 12053.00

x) 450 mm RMT 14473.00

xi) 500 mm RMT 16986.00

xii) 600 mm RMT 24162.00

xiii) 700 mm RMT 32371.00

xiv) 750 mm RMT 35221.00

6 Providing and supplying ISI standard C.I. flanged / S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to departmental stores / site, unloading, stacking, etc. complete.

A D/F Specials

i) 80 mm dia to 300 mm dia KG 73.60

ii) 350 mm dia to 600 mm dia KG 78.20

iii) Above 600 mm dia KG 83.90

B S/S Specials / Socketed Branch Flanged Specials




C Plain ended / plain ended branch flanged specials



Sr. No.


Rate (Rs.) 2013-14

66



7 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and Local), octroi, inspection charges, transportation to stores/ site and stacking, etc. complete.

a) Machine ends suitable for PSC pipes of all diameters as per detailed drawing with 10 mm thick x 0.7 M long barrel welded to it.

KG 76.50

b) Only flanges with machining and drilling holes, etc. complete more than 40 mm thick.

KG 74.30

c) Double flanged specials of all diameters KG 72.10

d) All socketed specials or socketed branch flanged specials of all diameters.

KG 72.10

e) Plain ended specials or plain ended branch flanged specials of all diameters.

KG 72.10

f) MS barrels (pipe pieces) locally manufactured (for small quantities)

KG 70.00

8 Providing and making flanged joints to flanged C.I./ M.S. pipes of all classes / specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing, etc. complete.

i) 80 mm Joint 174.00

ii) 100 mm Joint 301.00


iv) 150 mm Joint 603.00

v) 200 mm Joint 626.00

vi) 250 mm Joint 897.00



ix) 400 mm Joint 1511.00

x) 450 mm Joint 1848.00

xi) 500 mm Joint 1912.00



Sr. No.


Rate (Rs.) 2013-14


67


xv) 800 mm Joint 4398.00


xvii) 1000 mm Joint 4721.00


9 Erecting, hoisting in position, jointing and testing M.S./C.I. D/F pipes and specials in vertical position including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, scaffolding, hydraulic testing, etc. complete.

i) 80 mm Joint 193.00

ii) 100 mm Joint 326.00


iv) 150 mm Joint 640.00

v) 200 mm Joint 680.00

vi) 250 mm Joint 970.00



ix) 400 mm Joint 1655.00

x) 450 mm Joint 2022.00

xi) 500 mm Joint 2115.00




xv) 800 mm Joint 4843.00


xvii) 1000 mm Joint 5373.00


10 Providing and supplying ISI standard D.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, material and transportation to stores/ site, loading, unloading including all taxes, etc. complete as per IS-9523.

Sr. No.


Rate (Rs.) 2013-14

68


For all types of specials, bends, tees, etc.

a) 80 to 300 mm dia KG 107.00

b) 350 mm and above dia KG 130.00

11 Providing and supplying ISI standard Welded D.I. double flanged pipes including all taxes (central & local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store/site, unloading, stacking, etc. complete as directed by Engineer-in-charge (for 2.75 M bare pipe).

i) 100 mm RMT 1863.00

ii) 150 mm RMT 2530.00

iii) 200 mm RMT 3238.00

iv) 250 mm RMT 4394.00

v) 300 mm RMT 5531.00

vi) 350 mm RMT 7203.00

vii) 400 mm RMT 8720.00

viii) 450 mm RMT 10419.00

ix) 500 mm RMT 12110.00

x) 600 mm RMT 15946.00

xi) 700 mm RMT 21457.00

xii) 800 mm RMT 26228.00

xiii) 900 mm RMT 32555.00

xiv) 1000 mm RMT 38225.00

Sr. No.


Rate (Rs.) 2013-14

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

69

1 Providing and supplying Asbestos Cement pressure pipes manufactured and tested as per ISO-160 standards of following class and diameter in standard lengths including cost of all taxes (Central and local), insurance, railway freight, inspection charges, unloading from railway wagon, loading into truck, transporting to departmental stores / site, unloading, stacking, etc. complete.

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

Sr. No.


Rate (Rs.) 2013-14

70


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

(IS-1538/1993)

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

Sr. No.


Rate (Rs.) 2013-14


71

3 Providing and supplying A.C. pressure coupler suitable for A.C. pressure pipes manufactured as per ISO-160 standards of following class and diameter including cost of all taxes (Central and local), insurance, railway freight, inspection charges, and cost of rubber rings, nut bolts, etc. complete (supply at stores / site).

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. or M.S. specials of following class and diameters including conveyance from stores to site of works, cost of labour and material, giving satisfactory hydraulic testing, etc. as per ISI code, etc. complete but excluding cost of C.I.D. joints, nut bolts, rubber rings.

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

Sr. No.


Rate (Rs.) 2013-14

72


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

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 satisfactory hydraulic testing is given.

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

3) Whenever manufacturer is separate and contractor for lowering, laying, jointing and testing is separate, the principal contractor shall enter into an agreement with A.C. pipe manufacturer for satisfactory manufacturing, transporting, lowering, laying, jointing and testing of pipes. This foot note shall appear into the tender conditions.

Sr. No.


Rate (Rs.) 2013-14

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

73

1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).

Notes

1) 10% of cost of pipes shall be considered for cost of PVC specials for estimate purpose only.

2) One coupler and required cement solvent shall be provided with each full length pipe, cost of which is included in rates below.

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

i) 63 mm RMT 46.00 41.00

ii) 75 mm RMT 65.00 58.00

iii) 90 mm RMT 91.00 81.00

iv) 110 mm RMT 124.00 110.00

v) 140 mm RMT 208.00 184.00

vi) 160 mm RMT 274.00 243.00

vii) 180 mm RMT 372.00 331.00

vii) 200 mm RMT 460.00 408.00

ix) 225 mm RMT 589.00 522.00

x) 250 mm RMT 719.00 638.00

xi) 280 mm RMT 953.00 847.00

xii) 315 mm RMT 1213.00 1078.00

xiii) 355 mm RMT 1626.00 1445.00

xiv) 400 mm RMT 2074.00 1844.00

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

i) 63 mm RMT 66.00 58.00

ii) 75 mm RMT 93.00 83.00

iii) 90 mm RMT 133.00 119.00

iv) 110 mm RMT 185.00 164.00

v) 140 mm RMT 307.00 273.00

Sr. No.


Rate (Rs.) 2013-14

74


vi) 160 mm RMT 397.00 353.00

vii) 180 mm RMT 528.00 469.00

viii) 200 mm RMT 673.00 599.00

ix) 225 mm RMT 851.00 755.00

x) 250 mm RMT 1061.00 944.00

xi) 280 mm RMT 1401.00 1244.00

xii) 315 mm RMT 1786.00 1587.00

xiii) 355 mm RMT 2384.00 2118.00

xiv) 400 mm RMT 3046.00 2706.00

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

i) 63 mm RMT 91.00 80.00

ii) 75 mm RMT 129.00 114.00

iii) 90 mm RMT 183.00 162.00

iv) 110 mm RMT 257.00 229.00

v) 140 mm RMT 427.00 379.00

vi) 160 mm RMT 557.00 496.00

vii) 180 mm RMT 740.00 658.00

viii) 200 mm RMT 931.00 827.00

ix) 225 mm RMT 1181.00 1050.00

x) 250 mm RMT 1478.00 1313.00

xi) 280 mm RMT 1946.00 1729.00

xii) 315 mm RMT 2464.00 2191.00

xiii) 355 mm RMT 3315.00 2945.00

xiv) 400 mm RMT 4293.00 3814.00

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

i) 63 mm RMT 108.00 96.00

ii) 75 mm RMT 154.00 138.00

iii) 90 mm RMT 223.00 197.00

iv) 110 mm RMT 315.00 278.00

v) 140 mm RMT 508.00 452.00

vi) 160 mm RMT 666.00 590.00

vii) 180 mm RMT 915.00 813.00

viii) 200 mm RMT 1131.00 1005.00

ix) 225 mm RMT 1445.00 1283.00

x) 250 mm RMT 1826.00 1621.00

xi) 280 mm RMT 2294.00 2039.00

xii) 315 mm RMT 2916.00 2590.00

Sr. No.


Rate (Rs.) 2013-14


75

xiii) 355 mm RMT 3920.00 3484.00

xiv) 400 mm RMT 4999.00 4442.00

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

i) 63 mm RMT 138.00 123.00

ii) 75 mm RMT 195.00 173.00

iii) 90 mm RMT 281.00 250.00

iv) 110 mm RMT 399.00 354.00

v) 140 mm RMT 648.00 575.00

vi) 160 mm RMT 851.00 757.00

vii) 180 mm RMT 1164.00 1035.00

viii) 200 mm RMT 1446.00 1284.00

ix) 225 mm RMT 1837.00 1632.00

x) 250 mm RMT 2322.00 2063.00

xi) 280 mm RMT 2920.00 2596.00

xii) 315 mm RMT 3724.00 3310.00

xiii) 355 mm RMT 4977.00 4423.00

xiv) 400 mm RMT 6449.00 5730.00

2 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes for potable water with rubber ring joints including cost of rubber ring as per IS-4985/1998, all local and central taxes, transportation, freight charges, transit insurance, inspection charges, loading, unloading, conveyance to store / site and stacking the same in closed shed duly protected from sun rays and rains, etc. (with third party inspection) (socketed).


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

Sr. No.


Rate (Rs.) 2013-14

76


xii) 280 mm RMT 1011.00 899.00

xiii) 315 mm RMT 1287.00 1142.00


i) 63 mm RMT 69.00 61.00

ii) 75 mm RMT 98.00 88.00

iii) 90 mm RMT 142.00 126.00

iv) 110 mm RMT 197.00 173.00

v) 125 mm RMT 271.00 239.00

vi) 140 mm RMT 325.00 290.00

vii) 160 mm RMT 421.00 373.00

viii) 180 mm RMT 560.00 498.00

ix) 200 mm RMT 714.00 634.00

x) 225 mm RMT 902.00 800.00

xi) 250 mm RMT 1126.00 1001.00

xii) 280 mm RMT 1484.00 1319.00

xiii) 315 mm RMT 1892.00 1682.00


i) 63 mm RMT 95.00 84.00

ii) 75 mm RMT 137.00 122.00

iii) 90 mm RMT 193.00 171.00

iv) 110 mm RMT 272.00 243.00

v) 125 mm RMT 376.00 334.00

vi) 140 mm RMT 454.00 402.00

vii) 160 mm RMT 591.00 526.00

viii) 180 mm RMT 785.00 697.00

ix) 200 mm RMT 988.00 877.00

x) 225 mm RMT 1252.00 1113.00

xi) 250 mm RMT 1565.00 1390.00

xii) 280 mm RMT 2063.00 1834.00

xiii) 315 mm RMT 2613.00 2323.00


i) 63 mm RMT 114.00 103.00

ii) 75 mm RMT 165.00 146.00

iii) 90 mm RMT 236.00 209.00

iv) 110 mm RMT 333.00 296.00

v) 125 mm RMT 460.00 406.00

vi) 140 mm RMT 538.00 478.00

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Rate (Rs.) 2013-14


77

vii) 160 mm RMT 705.00 626.00

viii) 180 mm RMT 969.00 862.00

ix) 200 mm RMT 1199.00 1065.00

x) 225 mm RMT 1531.00 1360.00

xi) 250 mm RMT 1935.00 1720.00

xii) 280 mm RMT 2432.00 2161.00

xiii) 315 mm RMT 3090.00 2746.00

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

i) 63 mm RMT 146.00 129.00

ii) 75 mm RMT 207.00 183.00

iii) 90 mm RMT 297.00 265.00

iv) 110 mm RMT 424.00 376.00

v) 125 mm RMT 584.00 518.00

vi) 140 mm RMT 687.00 611.00

vii) 160 mm RMT 903.00 801.00

viii) 180 mm RMT 1235.00 1097.00

ix) 200 mm RMT 1531.00 1361.00

x) 225 mm RMT 1946.00 1730.00

xi) 250 mm RMT 2462.00 2186.00

xii) 280 mm RMT 3096.00 2751.00

xiii) 315 mm RMT 3946.00 3507.00

3 Lowering, laying and jointing PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).

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

Sr. No.


Rate (Rs.) 2013-14

78


x) 250 mm RMT 57.00

xi) 280 mm RMT 63.00

xii) 315 mm RMT 70.00

xiii) 355 mm RMT 77.00

xiv) 400 mm RMT 84.00

B 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

Notes

1) Only 85% rate shall be payable till satisfactory hydraulic testing is given.

2) Third party inspecting agency shall invariably carry out –

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

and confirm in writing that those are within prescribed limits. This condition shall appear in tender conditions.

3) After receipt of pipes at site, concerned Deputy Engineer shall confirm that weight of pipe for every class and diameter is not less than the prescribed standard weight as per IS-4985/1998 (which is given in CSR). Underweight pipes shall be rejected. This condition shall appear in the tender conditions.

Sr. No.


Rate (Rs.) 2013-14

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

79

1 Providing ISI mark G.I. pipes of following class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete. (IS-1239/2004)

Note : One coupler shall be provided with each full length pipe, cost of which is included in rates below.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Sr. No.


Rate (Rs.) 2013-14

80


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

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

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

2 Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed by Engineer-in-charge.

A Light

i) 15 mm RMT 23.00

ii) 20 mm RMT 26.00


iv) 32 mm RMT 37.00

v) 40 mm RMT 46.00

vi) 50 mm RMT 55.00

vii) 65 mm RMT 80.00


ix) 100 mm RMT 106.00

B Medium

i) 15 mm RMT 25.00

ii) 20 mm RMT 28.00


iv) 32 mm RMT 39.00

v) 40 mm RMT 50.00

vi) 50 mm RMT 59.00



ix) 100 mm RMT 106.00

x) 125 mm RMT 113.00

xi) 150 mm RMT 119.00

C Heavy

i) 15 mm RMT 27.00

ii) 20 mm RMT 30.00


iv) 32 mm RMT 43.00

v) 40 mm RMT 54.00

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Rate (Rs.) 2013-14


81

vi) 50 mm RMT 67.00



ix) 100 mm RMT 106.00

x) 125 mm RMT 118.00

xi) 150 mm RMT 128.00


Sr. No.


Rate (Rs.) 2013-14

SECTION - I : (V) STONEWARE PIPES

83

1 Providing ISI standard Stoneware pipes including all taxes (Central and local), inspection charges, railway freight, unloading from railway wagons, loading into trucks, transport to departmental stores, unloading, stacking, etc. complete. (IS-651)

i) 100 mm RMT 122.00

ii) 150 mm RMT 167.00

iii) 200 mm RMT 223.00

iv) 225 mm RMT 269.00

v) 250 mm RMT 300.00

vi) 300 mm RMT 352.00

2 Lowering, laying and jointing in proper grade and alignment Stoneware pipes with cement joints in C.M. (1:1) proportion of following diameters including cost of conveyance from stores to site of work, jointing material, labour, giving satisfactory hydraulic testing, etc. complete. (IS-1742)

i) 100 mm RMT 64.00

ii) 150 mm RMT 105.00

iii) 200 mm RMT 131.00

iv) 225 mm RMT 143.00

v) 250 mm RMT 156.00

vi) 300 mm RMT 183.00


Sr. No.


Rate (Rs.) 2013-14

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

85

1 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988)

Notes

1) One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below.

2) One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below.

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

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

i) 80 mm RMT 309.00 281.00 273.00 247.00

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

Sr. No.


Rate (Rs.) 2013-14

86


iv) 200 mm RMT 566.00 513.00 513.00 465.00

v) 225 mm RMT 670.00 608.00 604.00 547.00

vi) 250 mm RMT 725.00 659.00 658.00 598.00

vii) 300 mm RMT 956.00 869.00 914.00 829.00

viii) 350 mm RMT 1193.00 1084.00 1080.00 981.00

ix) 400 mm RMT 1332.00 1210.00 1213.00 1101.00

x) 450 mm RMT 1616.00 1467.00 1450.00 1317.00

xi) 500 mm RMT 2256.00 2049.00 2056.00 1867.00

xii) 600 mm RMT 2797.00 2541.00 2521.00 2290.00

xiii) 700 mm RMT 3811.00 3461.00 3466.00 3148.00

xiv) 800 mm RMT 4583.00 4163.00 4177.00 3794.00

xv) 900 mm RMT 5163.00 4689.00 5202.00 4724.00

xvi) 1000 mm RMT 6249.00 5675.00 5626.00 5109.00

C Class 'P-III' Collar 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

Sr. No.


Rate (Rs.) 2013-14


87

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 928.00 947.00

x) 450 mm RMT 1088.00 1110.00

xi) 500 mm RMT 1272.00 1297.00

xii) 600 mm RMT 1679.00 1713.00

xiii) 700 mm RMT 2422.00 2470.00

xiv) 800 mm RMT 2767.00 2822.00

xv) 900 mm RMT 3545.00 3616.00

xvi) 1000 mm RMT 4243.00 4328.00

xvii) 1100 mm RMT 5327.00 5434.00

xviii) 1200 mm RMT 5703.00 5817.00

xix) 1400 mm RMT 6778.00 6914.00

xx) 1600 mm RMT 7782.00 7938.00

xxi) 1800 mm RMT 10901.00 11119.00

E Class 'NP-III' Collar Joints Rubber Ring Joints

(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

Sr. No.


Rate (Rs.) 2013-14

88


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 Ring Joints

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 proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985)

(For all class of pipes) Collar Joints Rubber Ring Joints

i) 80 mm RMT 44.00 31.00

ii) 100 mm RMT 53.00 37.00

Sr. No.


Rate (Rs.) 2013-14


89

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 168.00 118.00

viii) 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


Sr. No.


Rate (Rs.) 2013-14

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

91

1 Providing ISI standard Pre-stressed Cement concrete pipes of following class and diameter including cost of all material and labour required, cost of all taxes (Central and local), inspection charges, transportation to stores / site, unloading and stacking, etc. complete. (IS-784/2001) i) Factory test pressure : (a) Site test pressure : +0.1N/mm2, 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 working pressure pertaining to the section or 1.1 times static pressure, whichever is more (such pressure is to be controlled within 25% of pump head in case of pumping main). iii) Working pressure : The maximum sustained internal pressure excluding surge to which each portion of pipeline may be subjected when installed.

Notes : One rubber ring should be supplied with each pipe, cost included in rates below.

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

i) 350 mm RMT 3400.00 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

Sr. No.


Rate (Rs.) 2013-14

92


xvii) 1800 mm RMT 25823.00 23427.00

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

i) 350 mm RMT 3400.00 3085.00

ii) 400 mm RMT 3658.00 3319.00

iii) 450 mm RMT 3837.00 3481.00

iv) 500 mm RMT 4225.00 3833.00

v) 600 mm RMT 5080.00 4609.00

vi) 700 mm RMT 5656.00 5131.00

vii) 800 mm RMT 6984.00 6336.00

viii) 900 mm RMT 8685.00 7879.00

ix) 1000 mm RMT 10124.00 9186.00

x) 1100 mm RMT 11562.00 10490.00

xi) 1200 mm RMT 13358.00 12120.00

xii) 1300 mm RMT 15451.00 14017.00

xiii) 1400 mm RMT 16998.00 15420.00

xiv) 1500 mm RMT 19455.00 17651.00

xv) 1600 mm RMT 21578.00 19577.00

xvi) 1700 mm RMT 23703.00 21504.00

xvii) 1800 mm RMT 25825.00 23430.00

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

i) 350 mm RMT 3404.00 3089.00

ii) 400 mm RMT 3678.00 3338.00

iii) 450 mm RMT 3847.00 3490.00

iv) 500 mm RMT 4255.00 3861.00

v) 600 mm RMT 5148.00 4670.00

vi) 700 mm RMT 5851.00 5310.00

vii) 800 mm RMT 7242.00 6570.00

viii) 900 mm RMT 9027.00 8189.00

ix) 1000 mm RMT 10529.00 9552.00

x) 1100 mm RMT 11988.00 10877.00

xi) 1200 mm RMT 13888.00 12599.00

xii) 1300 mm RMT 16044.00 14555.00

xiii) 1400 mm RMT 17652.00 16014.00

xiv) 1500 mm RMT 20220.00 18344.00

xv) 1600 mm RMT 22456.00 20373.00

xvi) 1700 mm RMT 24693.00 22402.00

xvii) 1800 mm RMT 26929.00 24432.00

Sr. No.


Rate (Rs.) 2013-14


93

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

Sr. No.


Rate (Rs.) 2013-14

94


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

Sr. No.


Rate (Rs.) 2013-14


95

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

Sr. No.


Rate (Rs.) 2013-14

96


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

i) 350 mm RMT 3849.00 3491.00

ii) 400 mm RMT 4277.00 3881.00

iii) 450 mm RMT 4649.00 4219.00

iv) 500 mm RMT 5265.00 4776.00

v) 600 mm RMT 6661.00 6044.00

vi) 700 mm RMT 8803.00 7986.00

vii) 800 mm RMT 11711.00 10624.00

viii) 900 mm RMT 13843.00 12559.00

ix) 1000 mm RMT 16654.00 15109.00

x) 1100 mm RMT 19796.00 17961.00

xi) 1200 mm RMT 24895.00 22588.00

xii) 1300 mm RMT 27394.00 24853.00

xiii) 1400 mm RMT 32000.00 29033.00

xiv) 1500 mm RMT 36169.00 32915.00

xv) 1600 mm RMT 40452.00 36812.00

xvi) 1700 mm RMT 44734.00 40708.00

xvii) 1800 mm RMT 49015.00 44605.00

2 Lowering, laying and jointing in proper grade and alignment Pre-Stressed Cement concrete pipes with rubber ring joints including cost of conveyance from stores to site of works, all labour involved, giving hydraulic testing, etc. complete but excluding cost of rubber rings.

For all class of pipes

i) 350 mm RMT 105.00

ii) 400 mm RMT 148.00

iii) 450 mm RMT 179.00

iv) 500 mm RMT 203.00

v) 600 mm RMT 270.00

vi) 700 mm RMT 297.00

vii) 800 mm RMT 334.00

viii) 900 mm RMT 345.00

ix) 1000 mm RMT 445.00

x) 1100 mm RMT 585.00

xi) 1200 mm RMT 626.00

xii) 1300 mm RMT 743.00

Sr. No.


Rate (Rs.) 2013-14


97

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 1310.00

Notes

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

2) Whenever manufacturer is separate and contractor for lowering, laying, jointing and testing is separate, the principal contractor shall enter into an agreement with P.S.C. pipe manufacturer for satisfactory manufacturing, transporting, lowering, laying, jointing and testing of pipes. This foot note shall appear into the tender conditions.

Sr. No.


Rate (Rs.) 2013-14

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

99

1 Providing and supplying European Standard EN-639/1994 & EN-641/1994 or AWWA C-303 standard and reinforced concrete pressure pipes cylinder type or IS-15155/2002 (Bar wrapped steel cylinder pipes suitable for overlapping steel welded joint or butt welded steel joints) of following class and diameter including cost of all material and labour required, cost of all taxes (Central and State Govt.), inspection charges, transportation to stores / site, transit insurance, loading, unloading and stacking, etc. complete. i) Factory test pressure : (a) Site test pressure : +0.1N/mm2, 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 working pressure pertaining to the section or 1.1 times static pressure, whichever is more (such pressure is to be controlled within 25% of pump head in case of pumping main). iii) Working pressure : The maximum sustained internal pressure excluding surge to which each portion of pipeline may be subjected when installed.

Notes

1) Class mentioned below represents the working pressure of pipe.

2) For external coating at site to the joints, necessary polythene wrapping for pouring cement slurry shall also be given free with each pipe.


i) 350 mm RMT 3706.00 3366.00

ii) 400 mm RMT 4064.00 3691.00

iii) 450 mm RMT 4499.00 4086.00

iv) 500 mm RMT 5006.00 4546.00

v) 600 mm RMT 6510.00 5912.00

vi) 700 mm RMT 7522.00 6831.00

vii) 800 mm RMT 8168.00 7418.00

viii) 900 mm RMT 11414.00 10367.00

ix) 1000 mm RMT 13155.00 11947.00

Sr. No.


Rate (Rs.) 2013-14

100


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 25598.00

xv) 1600 mm RMT 30364.00 27577.00

xvi) 1700 mm RMT 32213.00 29256.00

xvii) 1800 mm RMT 34393.00 31237.00


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 23992.00

xiv) 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


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

Sr. No.


Rate (Rs.) 2013-14


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 27594.00

xvi) 1700 mm RMT 32230.00 29272.00

xvii) 1800 mm RMT 34411.00 31253.00


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

xiv) 1500 mm RMT 28218.00 25629.00

xv) 1600 mm RMT 30397.00 27608.00

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

Sr. No.


Rate (Rs.) 2013-14

102


xii) 1300 mm RMT 24675.00 22411.00

xiii) 1400 mm RMT 26464.00 24036.00

xiv) 1500 mm RMT 28538.00 25921.00

xv) 1600 mm RMT 31570.00 28673.00

xvi) 1700 mm RMT 34171.00 31036.00

xvii) 1800 mm RMT 38004.00 34516.00

F Working Pressure 14 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3724.00 3383.00

ii) 400 mm RMT 4083.00 3707.00

iii) 450 mm RMT 4526.00 4110.00

iv) 500 mm RMT 5152.00 4679.00

v) 600 mm RMT 6683.00 6069.00

vi) 700 mm RMT 8695.00 7898.00

vii) 800 mm RMT 10196.00 9259.00

viii) 900 mm RMT 12574.00 11420.00

ix) 1000 mm RMT 15138.00 13750.00

x) 1100 mm RMT 19037.00 17291.00

xi) 1200 mm RMT 21130.00 19191.00

xii) 1300 mm RMT 25286.00 22965.00

xiii) 1400 mm RMT 28572.00 25951.00

xiv) 1500 mm RMT 31792.00 28874.00

xv) 1600 mm RMT 35451.00 32197.00

xvi) 1700 mm RMT 38923.00 35351.00

xvii) 1800 mm RMT 42585.00 38678.00

G Working Pressure 16 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 3728.00 3386.00

ii) 400 mm RMT 4087.00 3712.00

iii) 450 mm RMT 4684.00 4255.00

iv) 500 mm RMT 5525.00 5018.00

v) 600 mm RMT 7173.00 6515.00

vi) 700 mm RMT 9254.00 8407.00

vii) 800 mm RMT 11090.00 10073.00

viii) 900 mm RMT 13717.00 12458.00

ix) 1000 mm RMT 16673.00 15143.00

x) 1100 mm RMT 20080.00 18238.00

xi) 1200 mm RMT 23418.00 21269.00

xii) 1300 mm RMT 27896.00 25337.00

Sr. No.


Rate (Rs.) 2013-14


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 43932.00

H 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 41816.00

xvii) 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

Sr. No.


Rate (Rs.) 2013-14

104


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

Notes

1) For lowering and laying and for pouring of cement mortar in the field on joints (after laying and welding), rates as per PSC pipes - lowering, laying and jointing shall be adopted.

2) For field welding, rates applicable for similar welding in M.S. pipes given in that section shall be adopted.

3) Whenever manufacturer is separate and contractor for lowering, laying, jointing and testing is separate, the principal contractor shall enter into an agreement with B.W.S.C. pipe manufacturer for satisfactory manufacturing, transporting, lowering, laying, jointing and testing of pipes. This foot note shall appear into the tender conditions.

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

Sr. No.


Rate (Rs.) 2013-14

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

105

1 Providing and supplying Glass Fibre Reinforced Polyester Pipes conforming to BIS-12709 / BIS-14402 with double bell REKA GRP couplings, EPDM rubber gaskets for sealing of following pressure, diameter and stiffness, class including cost of all material and labour, required, cost of all taxes (Central and state govt.), insurance, transportation to site of work / stores, unloading and stacking, 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

Sr. No.


Rate (Rs.) 2013-14

106


iii) 400 mm RMT 1827.00 1638.00

iv) 450 mm RMT 2029.00 1819.00

v) 500 mm RMT 2307.00 2068.00

vi) 600 mm RMT 2988.00 2679.00

vii) 700 mm RMT 3715.00 3331.00

viii) 800 mm RMT 4552.00 4081.00

ix) 900 mm RMT 5545.00 4972.00

x) 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 31489.00

c) 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

Sr. No.


Rate (Rs.) 2013-14


107

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 22921.00

xx) 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 8406.00

xii) 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

Sr. No.


Rate (Rs.) 2013-14

108


iv) 450 mm RMT 2398.00 2150.00

v) 500 mm RMT 2756.00 2471.00

vi) 600 mm RMT 3642.00 3265.00

vii) 700 mm RMT 4543.00 4073.00

viii) 800 mm RMT 5669.00 5082.00

ix) 900 mm RMT 6987.00 6264.00

x) 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

iii) 400 mm RMT 1965.00 1761.00

iv) 450 mm RMT 2234.00 2004.00

v) 500 mm RMT 2472.00 2216.00

vi) 600 mm RMT 3222.00 2889.00

vii) 700 mm RMT 4033.00 3616.00

viii) 800 mm RMT 4999.00 4482.00

ix) 900 mm RMT 6155.00 5519.00

x) 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

Sr. No.


Rate (Rs.) 2013-14


109

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


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 19874.00

xviii) 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


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

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Rate (Rs.) 2013-14

110


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

xiv) 1400 mm RMT 18213.00 16330.00

xv) 1500 mm RMT 20866.00 18707.00

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

xii) 1200 mm RMT 11886.00 10657.00

xiii) 1300 mm RMT 13623.00 12214.00

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

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viii) 800 mm RMT 6040.00 5415.00

ix) 900 mm RMT 7450.00 6679.00

x) 1000 mm RMT 8882.00 7963.00

xi) 1100 mm RMT 10802.00 9685.00

xii) 1200 mm RMT 12657.00 11348.00

xiii) 1300 mm RMT 14463.00 12967.00

xiv) 1400 mm RMT 16688.00 14962.00

xv) 1500 mm RMT 18981.00 17018.00

xvi) 1600 mm RMT 21975.00 19703.00

xvii) 1700 mm RMT 26079.00 23659.00

xviii) 1800 mm RMT 28722.00 26057.00

Notes

1) For lowering, laying and jointing rates of G.R.P. pipes, 50% rates for lowering, laying and jointing of P.S.C. pipes of corresponding dia. shall be adopted.

2) Whenever manufacturer is separate and contractor for lowering, laying, jointing and testing is separate, the principal contractor shall enter into an agreement with G.R.P. pipe manufacturer for satisfactory manufacturing, transporting, lowering, laying, jointing and testing of pipes. This foot note shall appear into the tender conditions.

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

Sr. No.


Rate (Rs.) 2013-14

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

113

1 Providing and supplying in standard lengths Polyethelene Pipes conforming to IS-4984/14151/12786/13488 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, conveyance to the departmental stores/ site and stacking the same in closed shade duly protecting from sunrays and rains, etc. complete.

A P.E. 100


i) 63 mm RMT 91.00 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 1024.00

xi) 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


i) 63 mm RMT 116.00 105.00

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114


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 576.00 524.00

vii) 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 21127.00


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

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115

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 13289.00

xx) 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

xii) 280 mm RMT 3166.00 2872.00

xiii) 315 mm RMT 4007.00 3636.00

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

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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

viii) 180 mm RMT 1627.00 1476.00

ix) 200 mm RMT 2808.00 2549.00

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 standard lengths Polyethelene (PE) Pipes for non pressure underground drainage and sewerage with smooth internal and corrugated (profiled) external surface with anti rodent property conforming to ISO-21138-3:2007 with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, conveyance to the departmental stores/ site and stacking the same in closed shade duly protecting from sunrays and rains, etc. complete.

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

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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 365.00

iii) 200 mm (OD) RMT 440.00

iv) 250 mm (OD) RMT 840.00

v) 315 mm (OD) RMT 1056.00

3 Lowering, laying and jointing H.D.P.E./ M.D.P.E. pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure including hydraulic testing as per relevant IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/heater, Butt fusion welding machine with hydraulic jack, top loading clamp, etc., pump and accessories for hydraulic testing and all labour 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

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118


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 RMT 388.00

4 Lowering, laying and jointing H.D.P.E. Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except O ring coupler giving satisfactory hydraulic testing as per relevant 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

Sr. No.


Rate (Rs.) 2013-14

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

119

1 Providing and supplying Blue MDPE pipes conforming to ISO 4427/1996 manufactured from virgin resin PE-80 food grade compounded Raw Material having blue colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN, etc. for usage in Drinking Water System. The cost shall include testing of all materials, all taxes (Central, State, Municipal), inspection charges, transportation upto site, transit insurance, loading as specified and directed, unloading, stacking, etc. complete as specified and directed.

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

i) 20 mm RMT 28.00 26.00

ii) 25 mm RMT 40.00 36.00

iii) 32 mm RMT 66.00 59.00

iv) 40 mm RMT 97.00 87.00

v) 50 mm RMT 148.00 132.00

vi) 63 mm RMT 218.00 194.00

vii) 75 mm RMT 295.00 262.00

viii) 90 mm RMT 426.00 379.00

ix) 110 mm RMT 633.00 563.00

x) 125 mm RMT 817.00 727.00

xi) 140 mm RMT 1027.00 914.00

xii) 160 mm RMT 1361.00 1211.00

xiii) 180 mm RMT 1722.00 1533.00

xiv) 200 mm RMT 2129.00 1895.00

xv) 225 mm RMT 2697.00 2400.00

xvi) 250 mm RMT 3316.00 2952.00

xvii) 280 mm RMT 4169.00 3711.00

xviii) 315 mm RMT 5362.00 4772.00

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

i) 25 mm RMT 37.00 33.00

ii) 32 mm RMT 62.00 55.00

iii) 40 mm RMT 90.00 84.00

iv) 50 mm RMT 130.00 116.00

v) 63 mm RMT 175.00 158.00

vi) 75 mm RMT 245.00 219.00

vii) 90 mm RMT 359.00 316.00

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120


viii) 110 mm RMT 526.00 468.00

ix) 125 mm RMT 684.00 609.00

x) 140 mm RMT 854.00 760.00

xi) 160 mm RMT 1118.00 995.00

xii) 180 mm RMT 1439.00 1291.00

xiii) 200 mm RMT 1778.00 1581.00

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 2060

xii) 280 mm RMT 2900 2581

xiii) 315 mm RMT 3662 3259

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

i) 63 mm RMT 122.00 108.00

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

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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

ii) 75 mm RMT 136.00 121.00

iii) 90 mm RMT 190.00 169.00

iv) 110 mm RMT 284.00 258.00

v) 125 mm RMT 374.00 326.00

vi) 140 mm RMT 460.00 410.00

vii) 160 mm RMT 602.00 536.00

viii) 180 mm RMT 756.00 672.00

ix) 200 mm RMT 939.00 836.00

x) 225 mm RMT 1189.00 1058.00

xi) 250 mm RMT 1452.00 1293.00

xii) 280 mm RMT 1836.00 1634.00

xiii) 315 mm RMT 2309.00 2055.00

2 Providing and supply of Electro Fusion Fittings in accordance with BS EN- 12201/Part-3 suitable for drinking water within black/ blue colour manufactured from compounded PE-80 / PE-100 virgin polymer and compatible with PE-80 / PE-100 pipes, in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central, state and municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, etc. complete.

A Couplers With E.D. 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

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xi) 140 No 1446.00

xii) 160 No 1569.00

xiii) 180 No 2254.00

xiv) 200 No 2530.00

xv) 225 No 3189.00

xvi) 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 10832.00

xiv) 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

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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 120.00

ii) 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 179.00

v) 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

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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

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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 1070.00

23 160 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 1271.00

40 315 x 1¼" No 1726.00

41 315 x 1½" No 1726.00

42 315 x 2" No 1726.00

3 Providing and supply of Compression fittings, PN-16 rated in conformation to ISO-14236/2000 and shall be tested as per ISO-3459, ISO-3501 and ISO-3503, suitable for drinking water and approved by WRAS, UK/ KIWA etc. in food grade polypropylene and shall be inclusive of all cost such as testing, all taxes related to central, state and municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, 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

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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 73.00

ii) 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 289.00

v) 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

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iv) 40 x 1¼" No 197.00

v) 50 x 1½" No 269.00

vi) 63 x 2" No 374.00

G Elbow 90 Deg. threaded female off take With E.D.

i) 20 x ½" No 89.00

ii) 25 x ¾" No 110.00

iii) 32 x 1" No 132.00

iv) 40 x 1¼" No 257.00

v) 50 x 1½" No 337.00

vi) 63 x 2" No 443.00

H Equal Tee With E.D.

i) 20 x 20 x 20 No 155.00

ii) 25 x 25 x 25 No 204.00

iii) 32 x 32 x 32 No 264.00

iv) 40 x 40 x 40 No 436.00

v) 50 x 50 x 50 No 590.00

vi) 63 x 63 x 63 No 839.00

I 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

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Rate (Rs.) 2013-14

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

129

1 Providing and supplying Prestressed Concrete Cylinder Pipes suitable for sliding overlap weld joint or confined rubber ring joint with necessary rubber ring of following class and diameter including cost of all taxes (Central and local), inspection charges, transportation to site of work / stores, transit insurance, unloading & stacking, etc. complete.

(As per IS784:2001) i) Factory test pressure : (a) Site test pressure : +0.1N/mm2, 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 working pressure pertaining to the section or 1.1 times static pressure, whichever is more (such pressure is to be controlled within 25% of pump head in case of pumping main). iii) Working pressure : The maximum sustained internal pressure excluding surge to which each portion of pipeline may be subjected when installed.

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

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130


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 5449.00

v) 600 mm RMT 7262.00 6596.00

vi) 700 mm RMT 8400.00 7629.00

vii) 800 mm RMT 9493.00 8621.00

viii) 900 mm RMT 11606.00 10542.00

ix) 1000 mm RMT 13412.00 12181.00

x) 1100 mm RMT 15040.00 13661.00

xi) 1200 mm RMT 17157.00 15584.00

xii) 1300 mm RMT 19169.00 17409.00

xiii) 1400 mm RMT 20866.00 18952.00

xiv) 1500 mm RMT 22350.00 20298.00

xv) 1600 mm RMT 23832.00 21646.00

xvi) 1700 mm RMT 25315.00 22992.00

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

iii) 450 mm RMT 5445.00 4945.00

iv) 500 mm RMT 6032.00 5478.00

v) 600 mm RMT 7312.00 6641.00

vi) 700 mm RMT 8479.00 7701.00

vii) 800 mm RMT 9629.00 8745.00

viii) 900 mm RMT 11756.00 10677.00

ix) 1000 mm RMT 13613.00 12366.00

x) 1100 mm RMT 15289.00 13886.00

xi) 1200 mm RMT 17455.00 15853.00

xii) 1300 mm RMT 19518.00 17728.00

xiii) 1400 mm RMT 21450.00 19483.00

xiv) 1500 mm RMT 22384.00 20329.00

xv) 1600 mm RMT 23867.00 21676.00

xvi) 1700 mm RMT 25349.00 23023.00

xvii) 1800 mm RMT 26831.00 24369.00

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D TP 8.5 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4492.00 4080.00

ii) 400 mm RMT 4976.00 4520.00

iii) 450 mm RMT 5473.00 4970.00

iv) 500 mm RMT 6067.00 5510.00

v) 600 mm RMT 7376.00 6700.00

vi) 700 mm RMT 8578.00 7790.00

vii) 800 mm RMT 9765.00 8869.00

viii) 900 mm RMT 11923.00 10828.00

ix) 1000 mm RMT 13819.00 12550.00

x) 1100 mm RMT 15537.00 14112.00

xi) 1200 mm RMT 17903.00 16261.00

xii) 1300 mm RMT 20032.00 18194.00

xiii) 1400 mm RMT 21859.00 19853.00

xiv) 1500 mm RMT 22789.00 20699.00

xv) 1600 mm RMT 24273.00 22045.00

xvi) 1700 mm RMT 25755.00 23392.00

xvii) 1800 mm RMT 27237.00 24738.00

E TP 10 Kg/cm² With E.D. Without E.D.

i) 350 mm RMT 4508.00 4095.00

ii) 400 mm RMT 4995.00 4539.00

iii) 450 mm RMT 5506.00 5002.00

iv) 500 mm RMT 6117.00 5555.00

v) 600 mm RMT 7449.00 6764.00

vi) 700 mm RMT 8677.00 7880.00

vii) 800 mm RMT 9913.00 9003.00

viii) 900 mm RMT 12087.00 10978.00

ix) 1000 mm RMT 14024.00 12736.00

x) 1100 mm RMT 15926.00 14465.00

xi) 1200 mm RMT 18207.00 16536.00

xii) 1300 mm RMT 20390.00 18520.00

xiii) 1400 mm RMT 22276.00 20233.00

xiv) 1500 mm RMT 23209.00 21079.00

xv) 1600 mm RMT 24692.00 22427.00

xvi) 1700 mm RMT 26175.00 23773.00

xvii) 1800 mm RMT 27657.00 25120.00

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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 5602.00

v) 600 mm RMT 7523.00 6833.00

vi) 700 mm RMT 8774.00 7968.00

vii) 800 mm RMT 10188.00 9254.00

viii) 900 mm RMT 12254.00 11131.00

ix) 1000 mm RMT 14228.00 12922.00

x) 1100 mm RMT 16181.00 14696.00

xi) 1200 mm RMT 18513.00 16814.00

xii) 1300 mm RMT 20751.00 18848.00

xiii) 1400 mm RMT 22699.00 20617.00

xiv) 1500 mm RMT 23631.00 21462.00

xv) 1600 mm RMT 25113.00 22809.00

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

iii) 450 mm RMT 5594.00 5081.00

iv) 500 mm RMT 6220.00 5649.00

v) 600 mm RMT 7595.00 6898.00

vi) 700 mm RMT 8874.00 8058.00

vii) 800 mm RMT 10356.00 9407.00

viii) 900 mm RMT 12421.00 11281.00

ix) 1000 mm RMT 14526.00 13193.00

x) 1100 mm RMT 16438.00 14930.00

xi) 1200 mm RMT 18823.00 17095.00

xii) 1300 mm RMT 21120.00 19181.00

xiii) 1400 mm RMT 23116.00 20995.00

xiv) 1500 mm RMT 24047.00 21841.00

xv) 1600 mm RMT 25530.00 23188.00

xvi) 1700 mm RMT 27012.00 24534.00

xvii) 1800 mm RMT 28494.00 25871.00

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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 5703.00

v) 600 mm RMT 7672.00 6968.00

vi) 700 mm RMT 9456.00 8588.00

vii) 800 mm RMT 10525.00 9559.00

viii) 900 mm RMT 12706.00 11541.00

ix) 1000 mm RMT 14739.00 13386.00

x) 1100 mm RMT 16696.00 15163.00

xi) 1200 mm RMT 19130.00 17374.00

xii) 1300 mm RMT 21479.00 19507.00

xiii) 1400 mm RMT 24161.00 21944.00

xiv) 1500 mm RMT 25092.00 22789.00

xv) 1600 mm RMT 26575.00 24137.00

xvi) 1700 mm RMT 28057.00 25483.00

xvii) 1800 mm RMT 29539.00 26830.00

I 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

iii) 450 mm RMT 5707.00 5183.00

iv) 500 mm RMT 6347.00 5765.00

v) 600 mm RMT 7771.00 7057.00

vi) 700 mm RMT 9076.00 8244.00

vii) 800 mm RMT 10728.00 9745.00

viii) 900 mm RMT 12889.00 11705.00

ix) 1000 mm RMT 14955.00 13581.00

x) 1100 mm RMT 16964.00 15408.00

xi) 1200 mm RMT 19440.00 17656.00

xii) 1300 mm RMT 21844.00 19840.00

xiii) 1400 mm RMT 24628.00 22367.00

xiv) 1500 mm RMT 25558.00 23214.00

xv) 1600 mm RMT 27041.00 24560.00

xvi) 1700 mm RMT 28524.00 25907.00

xvii) 1800 mm RMT 30006.00 27253.00

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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 5828.00

v) 600 mm RMT 7870.00 7148.00

vi) 700 mm RMT 9189.00 8347.00

vii) 800 mm RMT 11082.00 10064.00

viii) 900 mm RMT 13113.00 11910.00

ix) 1000 mm RMT 15211.00 13814.00

x) 1100 mm RMT 17231.00 15649.00

xi) 1200 mm RMT 19752.00 17940.00

xii) 1300 mm RMT 22892.00 20793.00

xiii) 1400 mm RMT 25266.00 22948.00

xiv) 1500 mm RMT 25671.00 23314.00

xv) 1600 mm RMT 27153.00 24662.00

xvi) 1700 mm RMT 28635.00 26009.00

xvii) 1800 mm RMT 30119.00 27355.00

K 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

iii) 450 mm RMT 5822.00 5288.00

iv) 500 mm RMT 6489.00 5894.00

v) 600 mm RMT 7968.00 7237.00

vi) 700 mm RMT 9416.00 8552.00

vii) 800 mm RMT 11349.00 10306.00

viii) 900 mm RMT 13415.00 12182.00

ix) 1000 mm RMT 15564.00 14135.00

x) 1100 mm RMT 17638.00 16019.00

xi) 1200 mm RMT 20785.00 18878.00

xii) 1300 mm RMT 23387.00 21241.00

xiii) 1400 mm RMT 25824.00 23453.00

xiv) 1500 mm RMT 26227.00 23821.00

xv) 1600 mm RMT 27710.00 25168.00

xvi) 1700 mm RMT 29192.00 26514.00

xvii) 1800 mm RMT 30674.00 27861.00

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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 5957.00

v) 600 mm RMT 8084.00 7342.00

vi) 700 mm RMT 9879.00 8973.00

vii) 800 mm RMT 11528.00 10469.00

viii) 900 mm RMT 13711.00 12453.00

ix) 1000 mm RMT 15918.00 14457.00

x) 1100 mm RMT 18527.00 16827.00

xi) 1200 mm RMT 21302.00 19347.00

xii) 1300 mm RMT 23929.00 21733.00

xiii) 1400 mm RMT 27241.00 24741.00

xiv) 1500 mm RMT 27647.00 25109.00

xv) 1600 mm RMT 29129.00 26457.00

xvi) 1700 mm RMT 30611.00 27803.00

xvii) 1800 mm RMT 32094.00 29150.00

M 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

iii) 450 mm RMT 5939.00 5394.00

iv) 500 mm RMT 6628.00 6020.00

v) 600 mm RMT 8254.00 7497.00

vi) 700 mm RMT 10190.00 9256.00

vii) 800 mm RMT 11880.00 10790.00

viii) 900 mm RMT 14008.00 12723.00

ix) 1000 mm RMT 16270.00 14778.00

x) 1100 mm RMT 19017.00 17272.00

xi) 1200 mm RMT 21825.00 19823.00

xii) 1300 mm RMT 24612.00 22353.00

xiii) 1400 mm RMT 27747.00 25200.00

xiv) 1500 mm RMT 28150.00 25567.00

xv) 1600 mm RMT 29632.00 26915.00

xvi) 1700 mm RMT 31116.00 28261.00

xvii) 1800 mm RMT 32598.00 29607.00

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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 6084.00

v) 600 mm RMT 8586.00 7798.00

vi) 700 mm RMT 10331.00 9383.00

vii) 800 mm RMT 12097.00 10986.00

viii) 900 mm RMT 14244.00 12938.00

ix) 1000 mm RMT 17036.00 15472.00

x) 1100 mm RMT 19508.00 17718.00

xi) 1200 mm RMT 22354.00 20305.00

xii) 1300 mm RMT 26559.00 24122.00

xiii) 1400 mm RMT 28276.00 25682.00

xiv) 1500 mm RMT 28677.00 26045.00

xv) 1600 mm RMT 30159.00 27392.00

xvi) 1700 mm RMT 31642.00 28738.00

xvii) 1800 mm RMT 33124.00 30085.00

Notes

1) For P.C.C. pipes lowering, laying and pouring of cement mortar in the field on joints (after laying and welding), rates as per P.S.C. pipes lowering, laying and jointing shall be adopted.

2) For field welding rates applicable for similar welding in M.S. pipes given in that section shall be adopted.

3) Whenever manufacturer is separate and contractor for lowering, laying, jointing and testing is separate, the principal contractor shall enter into an agreement with P.C.C. pipe manufacturer for satisfactory manufacturing, transporting, lowering, laying, jointing and testing of pipes. This foot note shall appear into the tender conditions.

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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-1

i) 80 mm No 4709.00

ii) 100 mm No 6708.00

iii) 125 mm No 9134.00

iv) 150 mm No 10848.00

v) 200 mm No 20224.00

vi) 250 mm No 33057.00

vii) 300 mm No 44373.00

viii) 350 mm No 72752.00

ix) 400 mm No 97627.00

x) 450 mm No 114222.00

x) 500 mm No 185408.00

xii) 600 mm No 270477.00

xiii) 700 mm No 709220.00

xiv) 750 mm No 776307.00

xv) 800 mm No 843396.00

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xvi) 900 mm No 920068.00

xvii) 1000 mm No 1073413.00

C Without bypass arrangement - PN-1.6

i) 50 mm No 3227.00

ii) 65 mm No 3486.00

iii) 80 mm No 5718.00

iv) 100 mm No 7323.00

v) 125 mm No 10203.00

vi) 150 mm No 11419.00

vii) 200 mm No 24284.00

viii) 250 mm No 38986.00

ix) 300 mm No 54474.00

x) 350 mm No 93820.00

xi) 400 mm No 108424.00

xii) 450 mm No 127927.00

xiii) 500 mm No 207834.00

xiv) 600 mm No 305384.00

xv) 700 mm No 369010.00

xvi) 750 mm No 423608.00

xvii) 800 mm No 481972.00

xviii) 900 mm No 609995.00

xix) 1000 mm No 753081.00

xx) 1100 mm No 911227.00

xxi) 1200 mm No 1084436.00

D With bypass arrangement - PN-1.6

i) 50 mm No 3312.00

ii) 65 mm No 3727.00

iii) 80 mm No 5484.00

iv) 100 mm No 7092.00

v) 125 mm No 9911.00

vi) 150 mm No 12030.00

vii) 200 mm No 24298.00

viii) 250 mm No 36715.00

ix) 300 mm No 51028.00

x) 350 mm No 85713.00

xi) 400 mm No 112272.00

xii) 450 mm No 131355.00

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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 490910.00

xviii) 900 mm No 621308.00

xix) 1000 mm No 767046.00

xx) 1100 mm No 928125.00

xxi) 1200 mm No 1104545.00

2 Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.

A Sluice Valve PN-1.0 (without bypass arrangement)

i) 50 mm No 4391.00

ii) 65 mm No 4985.00

iii) 80 mm No 5116.00

iv) 100 mm No 6812.00

v) 125 mm No 8521.00

vi) 150 mm No 10217.00

vii) 200 mm No 19333.00

viii) 250 mm No 29913.00

ix) 300 mm No 37695.00

x) 350 mm No 53477.00

xi) 400 mm No 72101.00

xii) 450 mm No 88187.00

xiii) 500 mm No 113477.00

xiv) 600 mm No 167606.00

xv) 700 mm No 300430.00

xvi) 750 mm No 342603.00

xvii) 800 mm No 427239.00

xviii) 900 mm No 550860.00

xix) 1000 mm No 814189.00

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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iii) 80 mm No 5116.00

iv) 100 mm No 6812.00

v) 125 mm No 8521.00

vi) 150 mm No 12374.00

vii) 200 mm No 21854.00

viii) 250 mm No 33263.00

ix) 300 mm No 40982.00

x) 350 mm No 58087.00

xi) 400 mm No 77248.00

xii) 450 mm No 93275.00

xiii) 500 mm No 120104.00

xiv) 600 mm No 174198.00

xv) 700 mm No 310617.00

xvi) 750 mm No 351996.00

xvii) 800 mm No 437316.00

xviii) 900 mm No 561585.00

xix) 1000 mm No 826615.00

xx) 1100 mm No 1093680.00

xxi) 1200 mm No 1293675.00

C Sluice Valve PN-1.6 (without bypass arrangement)

i) 50 mm No 5803.00

ii) 65 mm No 6371.00

iii) 80 mm No 7265.00

iv) 100 mm No 9636.00

v) 125 mm No 12024.00

vi) 150 mm No 11893.00

vii) 200 mm No 24101.00

viii) 250 mm No 37382.00

ix) 300 mm No 49699.00

x) 350 mm No 72811.00

xi) 400 mm No 99720.00

xii) 450 mm No 123737.00

xiii) 500 mm No 160146.00

xiv) 600 mm No 243982.00

xv) 700 mm No 524772.00

xvi) 750 mm No 579078.00

xvii) 800 mm No 672599.00

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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 682470.00

xviii) 900 mm No 823468.00

xix) 1000 mm No 1195568.00

xx) 1100 mm No 1297614.00

xxi) 1200 mm No 1734270.00

3 Providing double flanged short body pattern type manually operated butterfly valves having body, disc and end cover in graded cast iron to IS-210 Gr. CF 200 generally conforming in IS-13095 / 1991, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing excluding C.C. foundation/ structural steel support.

A Butterfly Valve PN-1.0 (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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v) 200 mm No 14586.00

vi) 250 mm No 18230.00

vii) 300 mm No 28844.00

viii) 350 mm No 58665.00

ix) 400 mm No 63023.00

x) 450 mm No 72811.00

xi) 500 mm No 79947.00

xii) 600 mm No 98727.00

xiii) 700 mm No 159784.00

xiv) 750 mm No 198334.00

xv) 800 mm No 218214.00

xvi) 900 mm No 303378.00

xvii) 1000 mm No 358723.00

xviii) 1100 mm No 581758.00

xix) 1200 mm No 550499.00

xx) 1400 mm No 839367.00

xxi) 1500 mm No 1042954.00

B Butterfly Valve PN-1.6 (with bypass arrangement)

i) 80 mm No 6444.00

ii) 100 mm No 8537.00

iii) 125 mm No 9317.00

iv) 150 mm No 12585.00

v) 200 mm No 16776.00

vi) 250 mm No 20965.00

vii) 300 mm No 33171.00

viii) 350 mm No 67464.00

ix) 400 mm No 72476.00

x) 450 mm No 83733.00

xi) 500 mm No 91939.00

xii) 600 mm No 113537.00

xiii) 700 mm No 183751.00

xiv) 750 mm No 228084.00

xv) 800 mm No 249867.00

xvi) 900 mm No 346586.00

xvii) 1000 mm No 448404.00

xviii) 1100 mm No 727199.00

xix) 1200 mm No 688125.00

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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/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (Rate for all class of valves)

i) 50 mm No 689.00

ii) 65 mm No 1036.00

iii) 80 mm No 1440.00

iv) 100 mm No 1881.00

v) 125 mm No 2342.00

vi) 150 mm No 2957.00

vii) 200 mm No 3076.00

viii) 250 mm No 4008.00

ix) 300 mm No 4158.00

x) 350 mm No 5124.00

xi) 400 mm No 6182.00

xii) 450 mm No 7354.00

xiii) 500 mm No 7616.00

xiv) 600 mm No 8083.00

xv) 700 mm No 8714.00

xvi) 750 mm No 9598.00

xvii) 800 mm No 11438.00

xviii) 900 mm No 12136.00

xix) 1000 mm No 14307.00

xx) 1100 mm No 16521.00

xxi) 1200 mm to 1500 mm No 18153.00

5 Providing and supplying Air Valves as per IS-14845 / 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site, unloading and stacking etc. complete.

Air Valve Single Ball Flanged / Screwed

A Type PN-1

i) 12 / 15 mm No 615.00

ii) 20 mm No 741.00

iii) 25 mm No 1022.00

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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 719.00

ii) 20 mm No 1022.00

iii) 25 mm No 1228.00

iv) 32 mm No 1324.00

v) 40 mm No 1418.00

vi) 50 mm No 1851.00

6 Providing and supplying Air Valves as per IS-10845 and MJP's standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete.

Air Valve Double Ball Flanged

A Type PN-1

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 orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party 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

Sr. No.


Rate (Rs.) 2013-14


145

B Type PN-1.6

i) 100 mm No 14617.00

ii) 150 mm No 20593.00

iii) 200 mm No 34633.00

8 Providing and supplying Kinetic Double Orifice type Air Valves as per MJP's standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete.

Kinetic Air Valve Flanged

A Type PN-1

i) 40 mm No 9516.00

ii) 50 mm No 11729.00

iii) 80 mm No 15304.00

B Type PN-1.6

i) 40 mm No 11280.00

ii) 50 mm No 13903.00

iii) 80 mm No 18176.00

9 Providing and supplying Kinetic Double Orifice type Air Valves as per MJP's standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built-in kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete.

Kinetic Air Valve Flanged

A Type PN-1

i) 100 mm No 20610.00

ii) 150 mm No 38804.00

iii) 200 mm No 56659.00

B Type PN-1.6

i) 100 mm No 24427.00

ii) 150 mm No 45993.00

iii) 200 mm No 67161.00

Sr. No.


Rate (Rs.) 2013-14

146


10 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete (for all class of valves).

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

i) 15 mm No 110.00

ii) 20 mm No 140.00

iii) 25 mm No 180.00

iv) 32 mm No 199.00

v) 40 mm No 213.00

vi) 50 mm No 231.00

vii) 65 mm No 243.00

viii) 80 mm No 255.00

ix) 100 mm No 285.00

x) 125 mm No 345.00

xi) 150 mm No 383.00

xii) 200 mm No 421.00

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

i) 15 mm No 120.00

ii) 20 mm No 149.00

iii) 25 mm No 180.00

iv) 32 mm No 205.00

v) 40 mm No 238.00

vi) 50 mm No 275.00

vii) 65 mm No 317.00

viii) 80 mm No 379.00

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

Sr. No.


Rate (Rs.) 2013-14


147

vii) 150 mm No 652.00

viii) 200 mm No 711.00

11 Providing, erecting Cast Steel / Spheroidal Graphite (S.G.) Iron D/F Sluice Valves / Butterfly Valves with jointing to pipe work (including all hardware and packing), water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C.C. foundation / structural steel support.

For Rating Class 150 (Working Pressure 20 kg/cm² & Test Pressure 30 kg/cm²)

A Sluice Valves

i) 80 mm No 14656.00

ii) 100 mm No 19540.00

iii) 150 mm No 29311.00

iv) 200 mm No 45713.00

v) 250 mm No 65786.00

vi) 300 mm No 84173.00

vii) 350 mm No 112230.00

viii) 400 mm No 187281.00

ix) 450 mm No 255524.00

x) 500 mm No 300616.00

xi) 600 mm No 343203.00

B Butterfly Valves

i) 300 mm No 105843.00

ii) 350 mm No 112835.00

iii) 400 mm No 126737.00

iv) 450 mm No 135014.00

v) 500 mm No 156289.00

vi) 600 mm No 175884.00

12 Providing, erecting Cast Steel D/F Sluice Valves / Butterfly Valves with jointing to pipe work (including all hardware and packing), water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C.C. foundation / structural steel support.


A Sluice Valves (without bypass)

i) 80 mm No 15776.00

ii) 100 mm No 24908.00

Sr. No.


Rate (Rs.) 2013-14

148


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 182788.00

viii) 400 mm No 266657.00

ix) 450 mm No 321057.00

x) 500 mm No 500178.00

xi) 600 mm No 756005.00

B Butterfly Valves

i) 300 mm No 129129.00

ii) 350 mm No 137659.00

iii) 400 mm No 154619.00

iv) 450 mm No 164717.00

v) 500 mm No 190673.00

vi) 600 mm No 214579.00

13 Providing, erecting Cast Steel / Spheroidal Graphite (S.G.) Iron D/F Reflux Valves Single Door with jointing to pipe work (including all hardware and packing), water works quality with jointing to pipe without bypass arrangement, with gunmetal seats excluding C.C. foundation / structural steel support.


i) 80 mm No 10227.00

ii) 100 mm No 15661.00

iii) 150 mm No 26530.00

iv) 200 mm No 50442.00

v) 250 mm No 87831.00

vi) 300 mm No 115713.00

14 Providing, erecting Cast Steel D/F Reflux Valves Single Door with jointing to pipe work (including all hardware and packing), water works quality with jointing to pipe without bypass arrangement, with gunmetal seats excluding C.C. foundation / structural steel support.


i) 80 mm No 15237.00

ii) 100 mm No 21477.00

iii) 150 mm No 35717.00

iv) 200 mm No 63275.00

Sr. No.


Rate (Rs.) 2013-14


149

v) 250 mm No 114555.00

vi) 300 mm No 139478.00

15 Providing, erecting Kinetic Double Orifice Cast Steel Air Valves with an isolating Sluice Valve mounted in horizontal position operated by wheel gear suitable for working pressure of Class-150 rating 20 kg/cm².

i) 80 mm No 29546.00

ii) 100 mm No 41185.00

iii) 150 mm No 78920.00

iv) 200 mm No 102014.00

16 Providing, erecting Kinetic Double Orifice Cast Steel Air Valves with an isolating Sluice Valve mounted in horizontal position operated by wheel gear suitable for working pressure of Class-300 rating 52 kg/cm².

i) 80 mm No 35996

ii) 100 mm No 41148

iii) 150 mm No 96157

iv) 200 mm No 116071

17 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee etc. complete, as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached).

A Foundation on Murum and Hard Strata

i) Upto 150 mm dia pipeline No 4636.00

ii) 200 to 400 mm dia pipeline No 5431.00

iii) 450 to 900 mm dia pipeline No 11045.00

iv) 1000 to 1200 mm dia pipeline No 13870.00

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

i) Upto 150 mm dia pipeline No 5492.00

ii) 200 to 400 mm dia pipeline No 6625.00

iii) 450 to 900 mm dia pipeline No 12616.00

iv) 1000 to 1200 mm dia pipeline No 15821.00

18 Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including all taxes (Central and Local), octroi, inspection charges, transportation to departmental stores, etc. complete.

Pressure Relief Valves

Sr. No.


Rate (Rs.) 2013-14

150


A Type PN-1

i) 25 mm No 4234.00

ii) 40 mm No 5517.00

iii) 50 mm No 7145.00

iv) 80 mm No 10837.00

v) 100 mm No 15170.00

vi) 125 mm No 20684.00

vii) 150 mm No 23635.00

viii) 200 mm No 52194.00

ix) 250 mm No 73367.00

x) 300 mm No 96757.00

B Type PN-1.6

i) 25 mm No 5294.00

ii) 40 mm No 6893.00

iii) 50 mm No 8914.00

iv) 80 mm No 13543.00

v) 100 mm No 18958.00

vi) 125 mm No 25849.00

vii) 150 mm No 29544.00

viii) 200 mm No 65238.00

ix) 250 mm No 91707.00

x) 300 mm No 121226.00

19 Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. For all class of valves

i) 25 mm No 206.00

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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Rate (Rs.) 2013-14


151

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

20 Cutting and champhering of pipes of following diameters including cost of all materials and labour involved, etc. complete as directed by Engineer-in-charge (for all class of pipes).

C.I. Pipes A.C. Pipes

i) 80 mm 1 Cut 33.00 11.00

ii) 100 mm 1 Cut 39.00 13.00

iii) 150 mm 1 Cut 59.00 21.00

iv) 200 mm 1 Cut 76.00 22.00

v) 250 mm 1 Cut 109.00 32.00

vi) 300 mm 1 Cut 129.00 44.00

vii) 350 mm 1 Cut 131.00 54.00

viii) 400 mm 1 Cut 167.00 61.00

ix) 450 mm 1 Cut 194.00 66.00

x) 500 mm 1 Cut 232.00 75.00

xi) 600 mm 1 Cut 283.00 86.00

xii) 700 mm 1 Cut 333.00 --

xiii) 750 mm 1 Cut 398.00 --

xiv) 800 mm 1 Cut 435.00 --

xv) 900 mm 1 Cut 479.00 --

xvi) 1000 mm 1 Cut 521.00 --

21 Providing and supplying I.S.I. mark rubber gasket suitable for C.I. or D.I. pipes of all class for tyton joints including all taxes (Central and Local), inspection charges, transportation to departmental stores / site, etc. complete.

A S.B.R. Gaskets for CI / DI Pipes

i) 80 mm No 39.00

ii) 100 mm No 43.00

iii) 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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Rate (Rs.) 2013-14

152


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 2190.00

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

i) 80 mm Set 45.00

ii) 100 mm Set 53.00

iii) 125 mm Set 64.00

iv) 150 mm Set 75.00

C Flat Flanged Gaskets moulded out of SBR (for Flanged Joints)

i) 80 mm No 82.00

ii) 100 mm No 109.00

iii) 125 mm No 129.00

iv) 150 mm No 177.00

v) 200 mm No 219.00

vi) 250 mm No 307.00

vii) 300 mm No 326.00

viii) 350 mm No 393.00

ix) 400 mm No 487.00

x) 450 mm No 532.00

xi) 500 mm No 623.00

xii) 600 mm No 838.00

D 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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153

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 performance CI Air Valves for water combination type (kinetic air valve along with automatic air valves), double ball, double orifice with stainless steel ball, tamperproof air vents rolling seal mechanism for air release and anti-vacuum application designed for 16 kg/cm² working pressure and tested for 20 kg/cm² pressure. (Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation, etc. including all taxes and duties except octroi.)

CI ARV FLFF PN-16

i) 50 mm No 9513.00

ii) 80 mm No 13201.00

iii) 100 mm No 21226.00

iv) 150 mm No 35528.00

v) 200 mm No 43035.00

Sr. No.


Rate (Rs.) 2013-14

SECTION - I : (XIV) MECHANICAL JOINTS / FITTINGS

155

1 Supply of C.I. Mechanical Compression Flanged / Socket Tail Piece (popularly known as ITM Flanged / Socket Tail Piece) suitable for making flanged connection with the plain barrel of C.I. Spun Pipes (as per IS-1536/2001) and D.I. Pipes (as per IS-8329/2000). The tail piece to be supplied complete with sealing rubber gasket of S.B.R., C.I. follower glands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS-1538/1993.

i) 80 mm dia. No 1302.00

ii) 100 mm dia. No 1419.00

iii) 125 mm dia. No 1786.00

iv) 150 mm dia. No 2555.00

v) 200 mm dia. No 3310.00

vi) 250 mm dia. No 4993.00

vii) 300 mm dia. No 5589.00

viii) 350 mm dia. No 7372.00

ix) 400 mm dia. No 9623.00

x) 450 mm dia. No 11295.00

xi) 500 mm dia. No 14193.00

xii) 600 mm dia. No 18200.00

xiii) 700 mm dia. No 24823.00

xiv) 750 mm dia. No 30164.00

2 Supply of C.I. Mechanical Compression Collar Coupling (popularly known as JiffyTM Collar Coupling) suitable for C.I. Spun Pipes (as per IS-1536/2001) and D.I. Pipes (as per IS-8329/2000), complete with sealing rubber gasket of S.B.R., C.I. follower glands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS-1538/1993.

i) 80 mm dia. No 784.00

ii) 100 mm dia. No 841.00

iii) 125 mm dia. No 1121.00

iv) 150 mm dia. No 1512.00

v) 200 mm dia. No 1726.00

vi) 250 mm dia. No 2767.00

vii) 300 mm dia. No 3541.00

viii) 350 mm dia. No 4364.00

ix) 400 mm dia. No 6792.00

x) 450 mm dia. No 7626.00

xi) 500 mm dia. No 10422.00

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Rate (Rs.) 2013-14

156


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 iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

i) 80 mm dia. No 2231.00

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 iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

i) 80 mm dia. No 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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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 iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

i) 80 mm dia. No 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 iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

i) 80 mm dia. No 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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Rate (Rs.) 2013-14

158


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 44912.00

7 Supply of C.I. Mechanical Joint All Socket Tees as dimensionally described in Table-18 of IS-13382/1992 complete with sealing rubber gaskets of SBR (dimensionally described in IS-12820/1989) with cast iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

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

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 with Flanged Tees as dimensionally described in Table-19 of IS-13382/1992 complete with sealing rubber gaskets of SBR (dimensionally described in IS-12820/1989) with cast iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

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

Sr. No.


Rate (Rs.) 2013-14


159

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 5970.00

7 200 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

23 350 x 350 x 100 mm. dia. No 14159.00

24 350 x 350 x 150 mm. dia. No 15234.00

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

Sr. No.


Rate (Rs.) 2013-14

160


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

43 500 x 500 x 400 mm. dia. No 39892.00

44 500 x 500 x 500 mm. dia. No 48162.00

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 Reducers as described in Table-21 of IS-13382/1992 complete with sealing rubber gaskets of SBR (dimensionally described in IS-12820/1989) with cast iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C.I. pipes.

1 100 x 80 mm. dia. No 2092.00

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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Rate (Rs.) 2013-14


161

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 21339.00

21 500 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

Sr. No.


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 required size, rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking, etc. complete as per IS-3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

A Dia of pipe : 219.10 mm (O.D.) Without E.D.

Thickness of pipe

i) 4.8 mm RMT 1527.00

ii) 5.6 mm RMT 1775.00

iii) 6.4 mm RMT 2021.00

iv) 7.0 mm RMT 2204.00

v) 7.9 mm RMT 2477.00

vi) 8.2 mm RMT 2567.00

vii) 8.7 mm RMT 2717.00

viii) 9.5 mm RMT 2955.00

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

Thickness of pipe

i) 4.8 mm RMT 1912.00

ii) 5.6 mm RMT 2224.00

iii) 6.4 mm RMT 2533.00

iv) 7.2 mm RMT 2842.00

v) 7.8 mm RMT 3071.00

vi) 8.7 mm RMT 3414.00

vii) 9.5 mm RMT 3641.00

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

Thickness of pipe

i) 5.6 mm RMT 2646.00

ii) 6.4 mm RMT 3016.00

iii) 7.1 mm RMT 3339.00

iv) 7.9 mm RMT 3706.00

v) 8.4 mm RMT 3934.00

vi) 8.7 mm RMT 4071.00

vii) 9.5 mm RMT 4433.00

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Rate (Rs.) 2013-14

164


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

Thickness of pipe

i) 5.6 mm RMT 2909.00

ii) 6.4 mm RMT 3317.00

iii) 7.1 mm RMT 3672.00

iv) 7.9 mm RMT 4077.00

v) 8.7 mm RMT 4480.00

vi) 9.5 mm RMT 4880.00

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

Thickness of pipe

i) 5.6 mm RMT 3327.00

ii) 6.4 mm RMT 3796.00

iii) 7.1 mm RMT 4203.00

iv) 7.9 mm RMT 4668.00

v) 8.7 mm RMT 5130.00

vi) 9.5 mm RMT 5590.00

vii) 10.0 mm RMT 5878.00

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

Thickness of pipe

i) 5.6 mm RMT 3751.00

ii) 6.4 mm RMT 4280.00

iii) 7.1 mm RMT 4741.00

iv) 7.9 mm RMT 5267.00

v) 8.7 mm RMT 5788.00

vi) 9.5 mm RMT 6310.00

vii) 10.0 mm RMT 6635.00

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

Thickness of pipe

i) 5.6 mm RMT 4177.00

ii) 6.4 mm RMT 4765.00

iii) 7.1 mm RMT 5278.00

iv) 7.9 mm RMT 5864.00

v) 8.7 mm RMT 6447.00

vi) 9.5 mm RMT 7030.00

vii) 10.0 mm RMT 7392.00

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Rate (Rs.) 2013-14


165

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

Thickness of pipe

i) 5.6 mm RMT 4600.00

ii) 6.4 mm RMT 5248.00

iii) 7.1 mm RMT 5816.00

iv) 7.9 mm RMT 6462.00

v) 8.7 mm RMT 7105.00

vi) 9.5 mm RMT 7748.00

vii) 10.0 mm RMT 8148.00

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

Thickness of pipe

i) 5.6 mm RMT 5024.00

ii) 6.4 mm RMT 5734.00

iii) 7.1 mm RMT 6353.00

iv) 7.9 mm RMT 7059.00

v) 8.7 mm RMT 7764.00

vi) 9.5 mm RMT 8468.00

vii) 10.0 mm RMT 8906.00

viii) 12.0 mm RMT 10651.00

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

Thickness of pipe

i) 5.6 mm RMT 5439.00

ii) 6.4 mm RMT 6209.00

iii) 7.1 mm RMT 6881.00

iv) 7.9 mm RMT 7646.00

v) 8.7 mm RMT 8411.00

vi) 9.5 mm RMT 9172.00

vii) 10.0 mm RMT 9648.00

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

Thickness of pipe

i) 5.6 mm RMT 5863.00

ii) 6.4 mm RMT 6693.00

iii) 7.1 mm RMT 7417.00

iv) 7.9 mm RMT 8244.00

v) 8.7 mm RMT 9069.00

vi) 9.5 mm RMT 9892.00

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Rate (Rs.) 2013-14

166


vii) 10.0 mm RMT 10405.00

viii) 12.0 mm RMT 12449.00

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

Thickness of pipe

i) 5.6 mm RMT 6288.00

ii) 6.4 mm RMT 7178.00

iii) 7.1 mm RMT 7955.00

iv) 7.9 mm RMT 8842.00

v) 8.7 mm RMT 9727.00

vi) 9.5 mm RMT 10610.00

vii) 10.0 mm RMT 11161.00

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

Thickness of pipe

i) 5.6 mm RMT 6711.00

ii) 6.4 mm RMT 7662.00

iii) 7.1 mm RMT 8492.00

iv) 7.9 mm RMT 9440.00

v) 8.7 mm RMT 10387.00

vi) 9.5 mm RMT 11330.00

vii) 10.0 mm RMT 11919.00

viii) 12.0 mm RMT 14266.00

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

Thickness of pipe

i) 5.6 mm RMT 7135.00

ii) 6.4 mm RMT 8146.00

iii) 7.1 mm RMT 9030.00

iv) 7.9 mm RMT 10038.00

v) 8.7 mm RMT 11045.00

vi) 9.5 mm RMT 12048.00

vii) 10.0 mm RMT 12675.00

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

Thickness of pipe

i) 5.6 mm RMT 7550.00

ii) 6.4 mm RMT 8622.00

iii) 7.1 mm RMT 9558.00

iv) 7.9 mm RMT 10624.00

v) 8.7 mm RMT 11690.00

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vi) 9.5 mm RMT 12754.00

vii) 10.0 mm RMT 13418.00

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

Thickness of pipe

i) 5.6 mm RMT 7975.00

ii) 6.4 mm RMT 9107.00

iii) 7.1 mm RMT 10095.00

iv) 7.9 mm RMT 11223.00

v) 8.7 mm RMT 12348.00

vi) 9.5 mm RMT 13473.00

vii) 10.0 mm RMT 14175.00

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

Thickness of pipe

i) 5.6 mm RMT 8398.00

ii) 6.4 mm RMT 9590.00

iii) 7.1 mm RMT 10632.00

iv) 7.9 mm RMT 11821.00

v) 8.7 mm RMT 13008.00

vi) 9.5 mm RMT 14193.00

vii) 10.0 mm RMT 14932.00

viii) 12.0 mm RMT 17883.00

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

Thickness of pipe

i) 5.6 mm RMT 8822.00

ii) 6.4 mm RMT 10075.00

iii) 7.1 mm RMT 11170.00

iv) 7.9 mm RMT 12419.00

v) 8.7 mm RMT 13666.00

vi) 9.5 mm RMT 14911.00

vii) 10.0 mm RMT 15689.00

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

Thickness of pipe

i) 5.6 mm RMT 9247.00

ii) 6.4 mm RMT 10559.00

iii) 7.1 mm RMT 11706.00

iv) 7.9 mm RMT 13016.00

v) 8.7 mm RMT 14325.00

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Rate (Rs.) 2013-14

168


vi) 9.5 mm RMT 15631.00

vii) 10.0 mm RMT 16446.00

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

Thickness of pipe

i) 5.6 mm RMT 9661.00

ii) 6.4 mm RMT 11034.00

iii) 7.1 mm RMT 12234.00

iv) 7.9 mm RMT 13603.00

v) 8.7 mm RMT 14970.00

vi) 9.5 mm RMT 16335.00

vii) 10.0 mm RMT 17188.00

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

Thickness of pipe

i) 6.4 mm RMT 11519.00

ii) 7.1 mm RMT 12772.00

iii) 7.9 mm RMT 14201.00

iv) 8.7 mm RMT 15629.00

v) 9.5 mm RMT 17055.00

vi) 10.0 mm RMT 17945.00

vii) 12.0 mm RMT 21498.00

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

Thickness of pipe

i) 9.5 mm RMT 18141.00

ii) 9.98 mm RMT 19049.00

iii) 10.0 mm RMT 19087.00

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

Thickness of pipe

i) 6.4 mm RMT 12487.00

ii) 7.1 mm RMT 13846.00

iii) 7.9 mm RMT 15397.00

iv) 8.7 mm RMT 16946.00

v) 9.5 mm RMT 18492.00

vi) 10.0 mm RMT 19459.00

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

Thickness of pipe

i) 7.1 mm RMT 14910.00

ii) 7.9 mm RMT 16581.00

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169

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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Rate (Rs.) 2013-14

170


iii) 9.5 mm RMT 23132.00

iv) 10.0 mm RMT 24342.00

v) 12.0 mm RMT 29175.00

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

Thickness of pipe

i) 7.9 mm RMT 19841.00

ii) 8.7 mm RMT 21840.00

iii) 9.5 mm RMT 23837.00

iv) 10.0 mm RMT 25084.00

v) 12.0 mm RMT 30065.00

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

Thickness of pipe

i) 7.9 mm RMT 20427.00

ii) 8.7 mm RMT 22485.00

iii) 9.5 mm RMT 24542.00

iv) 10.0 mm RMT 25826.00

v) 12.0 mm RMT 30956.00

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

Thickness of pipe

i) 7.9 mm RMT 21013.00

ii) 8.7 mm RMT 23131.00

iii) 9.5 mm RMT 25247.00

iv) 10.0 mm RMT 26569.00

v) 12.0 mm RMT 31846.00

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

Thickness of pipe

i) 7.9 mm RMT 21599.00

ii) 8.7 mm RMT 23777.00

iii) 9.5 mm RMT 25951.00

iv) 10.0 mm RMT 27310.00

v) 12.0 mm RMT 32737.00

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

Thickness of pipe

i) 7.9 mm RMT 22186.00

ii) 8.7 mm RMT 24422.00

iii) 9.5 mm RMT 26658.00

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171

iv) 10.0 mm RMT 28053.00

v) 12.0 mm RMT 33627.00

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

Thickness of pipe

i) 7.9 mm RMT 22773.00

ii) 8.7 mm RMT 25068.00

iii) 9.5 mm RMT 27362.00

iv) 10.0 mm RMT 28795.00

v) 12.0 mm RMT 34517.00

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

Thickness of pipe

i) 7.9 mm RMT 23359.00

ii) 8.7 mm RMT 25713.00

iii) 9.5 mm RMT 28067.00

iv) 10.0 mm RMT 29537.00

v) 12.0 mm RMT 35408.00

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

Thickness of pipe

i) 7.9 mm RMT 23946.00

ii) 8.7 mm RMT 26359.00

iii) 9.5 mm RMT 28771.00

iv) 10.0 mm RMT 30279.00

v) 12.0 mm RMT 36299.00

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

Thickness of pipe

i) 7.9 mm RMT 24530.00

ii) 8.7 mm RMT 27005.00

iii) 9.5 mm RMT 29477.00

iv) 10.0 mm RMT 31021.00

v) 12.0 mm RMT 37190.00

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

Thickness of pipe

i) 7.9 mm RMT 25117.00

ii) 8.7 mm RMT 27651.00

iii) 9.5 mm RMT 30181.00

iv) 10.0 mm RMT 31763.00

v) 12.0 mm RMT 38080.00

Sr. No.


Rate (Rs.) 2013-14

172


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 30887.00

iv) 10.0 mm RMT 32505.00

v) 12.0 mm RMT 38970.00

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

Thickness of pipe

i) 7.9 mm RMT 26290.00

ii) 8.7 mm RMT 28942.00

iii) 9.5 mm RMT 31592.00

iv) 10.0 mm RMT 33247.00

v) 12.0 mm RMT 39861.00

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

Thickness of pipe

i) 7.9 mm RMT 26877.00

ii) 8.7 mm RMT 29587.00

iii) 9.5 mm RMT 32297.00

iv) 10.0 mm RMT 33990.00

v) 12.0 mm RMT 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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173

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

Thickness of pipe

i) 7.9 mm RMT 28635.00

ii) 8.7 mm RMT 31525.00

iii) 9.5 mm RMT 34413.00

iv) 10.0 mm RMT 36215.00

v) 12.0 mm RMT 43424.00

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

Thickness of pipe

i) 7.9 mm RMT 29222.00

ii) 8.7 mm RMT 32170.00

iii) 9.5 mm RMT 35117.00

iv) 10.0 mm RMT 36959.00

v) 12.0 mm RMT 44314.00

vi) 16.0 mm RMT 58990.00

2 Manufacturing, providing and supplying spirally welded/ ERW / SAW / fabricated M.S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size, rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking, etc. complete as per IS-3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

A Dia of pipe : 200.00 mm (I.D.) Without E.D.

Thickness of pipe

i) 5.0 mm RMT 1522.00

ii) 6.0 mm RMT 1829.00

iii) 7.0 mm RMT 2151.00

iv) 8.0 mm RMT 2470.00

v) 9.0 mm RMT 2792.00

vi) 10.0 mm RMT 3117.00

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

Thickness of pipe

i) 5.0 mm RMT 1892.00

ii) 6.0 mm RMT 2280.00

iii) 7.0 mm RMT 2670.00

iv) 8.0 mm RMT 3063.00

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Rate (Rs.) 2013-14

174


v) 9.0 mm RMT 3460.00

vi) 10.0 mm RMT 3859.00

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

Thickness of pipe

i) 5.0 mm RMT 2264.00

ii) 6.0 mm RMT 2725.00

iii) 7.0 mm RMT 3190.00

iv) 8.0 mm RMT 3657.00

v) 9.0 mm RMT 4129.00

vi) 10.0 mm RMT 4601.00

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

Thickness of pipe

i) 5.0 mm RMT 2634.00

ii) 6.0 mm RMT 3170.00

iii) 7.0 mm RMT 3709.00

iv) 8.0 mm RMT 4250.00

v) 9.0 mm RMT 4795.00

vi) 10.0 mm RMT 5344.00

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

Thickness of pipe

i) 5.0 mm RMT 3006.00

ii) 6.0 mm RMT 3616.00

iii) 7.0 mm RMT 4229.00

iv) 8.0 mm RMT 4845.00

v) 9.0 mm RMT 5464.00

vi) 10.0 mm RMT 6085.00

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 7570.00

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

Thickness of pipe

i) 5.0 mm RMT 4119.00

ii) 6.0 mm RMT 4951.00

iii) 7.0 mm RMT 5787.00

iv) 8.0 mm RMT 6626.00

v) 9.0 mm RMT 7468.00

vi) 10.0 mm RMT 8313.00

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

Thickness of pipe

i) 5.0 mm RMT 4490.00

ii) 6.0 mm RMT 5397.00

iii) 7.0 mm RMT 6307.00

iv) 8.0 mm RMT 7220.00

v) 9.0 mm RMT 8135.00

vi) 10.0 mm RMT 9054.00

vii) 12.0 mm RMT 10901.00

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

Thickness of pipe

i) 5.0 mm RMT 4862.00

ii) 6.0 mm RMT 5841.00

iii) 7.0 mm RMT 6826.00

iv) 8.0 mm RMT 7813.00

v) 9.0 mm RMT 8804.00

vi) 10.0 mm RMT 9797.00

vii) 12.0 mm RMT 11792.00

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

Thickness of pipe

i) 5.0 mm RMT 5232.00

ii) 6.0 mm RMT 6288.00

iii) 7.0 mm RMT 7346.00

iv) 8.0 mm RMT 8408.00

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Rate (Rs.) 2013-14

176


v) 9.0 mm RMT 9471.00

vi) 10.0 mm RMT 10538.00

vii) 12.0 mm RMT 12682.00

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

Thickness of pipe

i) 5.0 mm RMT 5604.00

ii) 6.0 mm RMT 6734.00

iii) 7.0 mm RMT 7866.00

iv) 8.0 mm RMT 9001.00

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 7088.00

ii) 6.0 mm RMT 8515.00

iii) 7.0 mm RMT 9943.00

iv) 8.0 mm RMT 11376.00

v) 9.0 mm RMT 12811.00

vi) 10.0 mm RMT 14249.00

vii) 12.0 mm RMT 17134.00

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

Thickness of pipe

i) 5.0 mm RMT 7458.00

ii) 6.0 mm RMT 8959.00

iii) 7.0 mm RMT 10463.00

iv) 8.0 mm RMT 11970.00

v) 9.0 mm RMT 13479.00

vi) 10.0 mm RMT 14992.00

vii) 12.0 mm RMT 18026.00

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

Thickness of pipe

i) 5.0 mm RMT 7830.00

ii) 6.0 mm RMT 9405.00

iii) 7.0 mm RMT 10983.00

iv) 8.0 mm RMT 12563.00

v) 9.0 mm RMT 14147.00

vi) 10.0 mm RMT 15733.00

vii) 12.0 mm RMT 18916.00

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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Rate (Rs.) 2013-14

178


vi) 10.0 mm RMT 16476.00

vii) 12.0 mm RMT 19808.00

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

Thickness of pipe

i) 5.0 mm RMT 8572.00

ii) 6.0 mm RMT 10296.00

iii) 7.0 mm RMT 12021.00

iv) 8.0 mm RMT 13751.00

v) 9.0 mm RMT 15483.00

vi) 10.0 mm RMT 17218.00

vii) 12.0 mm RMT 20698.00

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

Thickness of pipe

i) 5.0 mm RMT 8942.00

ii) 6.0 mm RMT 10740.00

iii) 7.0 mm RMT 12541.00

iv) 8.0 mm RMT 14344.00

v) 9.0 mm RMT 16151.00

vi) 10.0 mm RMT 17960.00

vii) 12.0 mm RMT 21588.00

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

Thickness of pipe

i) 6.0 mm RMT 11186.00

ii) 7.0 mm RMT 13061.00

iii) 8.0 mm RMT 14938.00

iv) 9.0 mm RMT 16819.00

v) 10.0 mm RMT 18702.00

vi) 12.0 mm RMT 22479.00

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

Thickness of pipe

i) 6.0 mm RMT 11632.00

ii) 7.0 mm RMT 13579.00

iii) 8.0 mm RMT 15531.00

iv) 9.0 mm RMT 17487.00

v) 10.0 mm RMT 19444.00

vi) 12.0 mm RMT 23369.00

Sr. No.


Rate (Rs.) 2013-14


179

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

Thickness of pipe

i) 7.0 mm RMT 14100.00

ii) 8.0 mm RMT 16126.00

iii) 9.0 mm RMT 18155.00

iv) 10.0 mm RMT 20186.00

v) 12.0 mm RMT 24260.00

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

Thickness of pipe

i) 7.0 mm RMT 14619.00

ii) 8.0 mm RMT 16720.00

iii) 9.0 mm RMT 18822.00

iv) 10.0 mm RMT 20928.00

v) 12.0 mm RMT 25150.00

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

Sr. No.


Rate (Rs.) 2013-14

180


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

Thickness of pipe

i) 7.0 mm RMT 16697.00

ii) 8.0 mm RMT 19094.00

iii) 9.0 mm RMT 21495.00

iv) 10.0 mm RMT 23898.00

v) 12.0 mm RMT 28712.00

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

Thickness of pipe

i) 8.0 mm RMT 19688.00

ii) 9.0 mm RMT 22161.00

iii) 10.0 mm RMT 24640.00

iv) 12.0 mm RMT 29602.00

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

Thickness of pipe

i) 8.0 mm RMT 20281.00

ii) 9.0 mm RMT 22830.00

iii) 10.0 mm RMT 25382.00

iv) 12.0 mm RMT 30493.00

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

Thickness of pipe

i) 8.0 mm RMT 20875.00

ii) 9.0 mm RMT 23499.00

iii) 10.0 mm RMT 26124.00

iv) 12.0 mm RMT 31384.00

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

Thickness of pipe

i) 8.0 mm RMT 21469.00

ii) 9.0 mm RMT 24166.00

iii) 10.0 mm RMT 26866.00

iv) 12.0 mm RMT 32276.00

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

Thickness of pipe

i) 8.0 mm RMT 22062.00

ii) 9.0 mm RMT 24835.00

iii) 10.0 mm RMT 27609.00

iv) 12.0 mm RMT 33166.00

Sr. No.


Rate (Rs.) 2013-14


181

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

Thickness of pipe

i) 8.0 mm RMT 22656.00

ii) 9.0 mm RMT 25502.00

iii) 10.0 mm RMT 28350.00

iv) 12.0 mm RMT 34057.00

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

Thickness of pipe

i) 8.0 mm RMT 23251.00

ii) 9.0 mm RMT 26170.00

iii) 10.0 mm RMT 29093.00

iv) 12.0 mm RMT 34947.00

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

Thickness of pipe

i) 8.0 mm RMT 23844.00

ii) 9.0 mm RMT 26837.00

iii) 10.0 mm RMT 29834.00

iv) 12.0 mm RMT 35838.00

v) 16.0 mm RMT 47878.00

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

Thickness of pipe

i) 8.0 mm RMT 24438.00

ii) 9.0 mm RMT 27506.00

iii) 10.0 mm RMT 30577.00

iv) 12.0 mm RMT 36728.00

v) 16.0 mm RMT 49066.00

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

Thickness of pipe

i) 8.0 mm RMT 25032.00

ii) 9.0 mm RMT 28174.00

iii) 10.0 mm RMT 31319.00

iv) 12.0 mm RMT 37618.00

v) 16.0 mm RMT 50253.00

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

Thickness of pipe

i) 8.0 mm RMT 25625.00

ii) 9.0 mm RMT 28842.00

Sr. No.


Rate (Rs.) 2013-14

182


iii) 10.0 mm RMT 32061.00

iv) 12.0 mm RMT 38509.00

v) 16.0 mm RMT 51440.00

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

Thickness of pipe

i) 8.0 mm RMT 26219.00

ii) 9.0 mm RMT 29509.00

iii) 10.0 mm RMT 32804.00

iv) 12.0 mm RMT 39399.00

v) 16.0 mm RMT 52627.00

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

Thickness of pipe

i) 8.0 mm RMT 26813.00

ii) 9.0 mm RMT 30177.00

iii) 10.0 mm RMT 33545.00

iv) 12.0 mm RMT 40290.00

v) 16.0 mm RMT 53815.00

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

Thickness of pipe

i) 8.0 mm RMT 27407.00

ii) 9.0 mm RMT 30846.00

iii) 10.0 mm RMT 34288.00

iv) 12.0 mm RMT 41180.00

v) 16.0 mm RMT 55002.00

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

Thickness of pipe

i) 8.0 mm RMT 28001.00

ii) 9.0 mm RMT 31514.00

iii) 10.0 mm RMT 35029.00

iv) 12.0 mm RMT 42072.00

v) 16.0 mm RMT 56190.00

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

Thickness of pipe

i) 8.0 mm RMT 28594.00

ii) 9.0 mm RMT 32182.00

iii) 10.0 mm RMT 35772.00

Sr. No.


Rate (Rs.) 2013-14


183

iv) 12.0 mm RMT 42962.00

v) 16.0 mm RMT 57379.00

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

Thickness of pipe

i) 8.0 mm RMT 29188.00

ii) 9.0 mm RMT 32849.00

iii) 10.0 mm RMT 36514.00

iv) 12.0 mm RMT 43853.00

v) 16.0 mm RMT 58566.00

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

Thickness of pipe

i) 8.0 mm RMT 29782.00

ii) 9.0 mm RMT 33517.00

iii) 10.0 mm RMT 37257.00

iv) 12.0 mm RMT 44743.00

v) 16.0 mm RMT 59753.00

Sr. No.


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 cost and stacking the same in the fabricator’s yard. The rate to include cutting the plates, rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machines and forming 'V' edge for both ends of pipe.

5 to 8 mm MT 9005.00

8 to 12 mm MT 7062.00

12 to 16 mm MT 5297.00

16 to 20 mm MT 4767.00

20 to 25 mm MT 4590.00

2 Fabricating one piece cants, short pipes (shorter than one strake length) from the steel plates supplied free of cost and stacking the same in fabricators' yard. The rate to include cutting the plates, rolling, tack welding either on automatic welding machine or manually and forming 'V' edge to both ends of pipes.

5 to 8 mm MT 12359.00

8 to 12 mm MT 8121.00

12 to 25 mm MT 5827.00

3 Fabricating composite bends from steel plates supplied free of cost and stacking the same in the fabricators' yard. The rate to include cutting the plates, rolling, tacking drums, assembling the same to form bend of suitable length, welding, either on automatic welding machine or manually and forming 'V' edge to both ends of bend but the rate excluding the circumferential butt welding required for assembling cants to form necessary composite bend.

Circumferential butt welding will be paid for separately under Item No. 7 (a). However, the rate under this item will include the cost of longitudinal butt welding of pipes strakes.

5 to 8 mm MT 14830.00

8 to 12 mm MT 9887.00

12 to 16 mm MT 7768.00

16 to 25 mm MT 7239.00

Sr. No.


Rate (Rs.) 2013-14

186


4 Fabricating tapers from the steel plates, supplied free of cost and stacking the same in the fabricators' yard. The rate to include cutting the plates, rolling, tack welding, welding either on automatic welding machine or manually and forming 'V' edge to both ends of tapers, but the rate excludes circumferential butt welding required for assembling drums to form necessary tapers. Circumferential butt welding will be paid for under Item No. 7 (a). However, the rate under this includes the longitudinal butt welding to form drums. The rate shall also include the cost of fabrication of stiffener rings and gussets and mounting the same on tapers, tack and chain welding, etc. as directed by Engineer-in-charge.

MT 11476.00

5 Fabricating specials and fixtures from steel materials supplied free of cost. (welding will be paid separately except for category vi (a) and (b) below. The weight for payment under this item shall be calculated on the basis of finished material neglecting the bolt holes wherever provided.)

i) Saddle pieces, loose stiffener rings, pressure type blank flanges, ladders, platforms, and any other minor fixtures. The rate to include cutting, bending, tack welding, etc. complete.

MT 4590.00

ii) 'Y' branches, 'T' branches. The rate to include cutting, bending, tack welding etc. complete.

MT 9711.00

iii) Dished closures such as domes. The rate to include cutting, cold pressing and tack welding etc. complete.

MT 15007.00

iv) Dished closures such as manhole cover. The rate to include cutting cold pressing and tack welding only. The rate also to include drilling holes including grinding wherever necessary, with supply of bolts, nuts, washers, etc. complete as per drawing.

MT 16067.00

v) Flat manhole covers. The rate to include cutting, tack welding. The rate also to include drilling holes including grinding wherever necessary with supply of bolts, nuts, washers, etc. complete as per drawing.

MT 10417.00

vi) a) Flange rings below 40 mm. thick. The rate to include gas cutting, tack welding to form ring, drilling holes including grinding wherever necessary etc. complete.

MT 16949.00

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

MT 22069.00

vii) a)

Machining of flange rings for cut upto 2 mm. including handling, assembling, alignment the ring on machine, etc. complete as directed by Engineer-in-charge.

i) for thickness of flange ring below 40 mm. Sqm 971.00

ii) for thickness of flange ring 40 mm. and above. Sqm 1483.00

b) Extra over and above (vii) (a) for machining beyond 2 mm. for every additional cut of 2 mm. or part thereof.

Sqm 741.00

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

Sr. No.


Rate (Rs.) 2013-14


187

ix) Plug plates 150 mm. dia. and the thickness of plate from 14 mm to 25 mm as per drawing. The rate to include gas cutting, drilling holes, cost of G.I. plugs, rolling to required curvature and threading, etc. complete.

Each 67.00

6 Providing, fabricating and fixing expansion joints for pipelines as per the drawing. The rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually. Rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. complete including packing as per specifications, grease, bolts and nuts, etc. including local handling, all types of taxes and duties etc. complete.

Expansion joints suitable for pipe diameters.

i) 300 mm dia Each 21887.00

ii) 400 mm dia Each 31585.00

iii) 450 mm dia Each 41085.00

iv) 500 mm dia Each 55084.00

v) 600 mm dia Each 64711.00

vi) 700 mm dia Each 80556.00

vii) 750 mm dia Each 88773.00

viii) 800 mm dia Each 103312.00

ix) 900 mm dia Each 119952.00

x) 1000 mm dia Each 143629.00

xi) 1200 mm dia Each 190757.00

7 Fabricating ring girder as per drawing and specifications from M.S. channels, flats, plates, etc. supplied free of cost and assembling the same on the ring girder strake and tack welding as per directions.

MT 5827.00

8 Fabricating ring girder supports (stools) as per drawing and specifications complete with top plates, base plates, side flats for fixing rollers wherever necessary, grease box covers, rag bolts, grid rods etc. from steel material supplied free of cost and stacking the same in fabricators yard.

MT 7945.00

9 Fabricating and assembling M.S. roller as per drawing. The rate to include machining, assembling and fixing the same to the side flats provided below the top plates of R.C. supports (stools) greasing including providing anti-theft measures M.S. rounds will be supplied free of cost. All other materials such as bright stainless steel pins etc. shall be supplied by the fabricator at his cost.

MT 17293.00

Sr. No.


Rate (Rs.) 2013-14

188


10 Blast cleaning the surface of the old or new pipeline internally to remove all rust etc. complete, including providing sand, machinery, labour, cutting of pipes at required places and rewelding the same etc. complete as directed by Engineer-in-charge. (Pipe pieces if required for rewelding of old pipeline shall be paid separately.)

Sqm 77.00

11 Blast cleaning of old or new pipeline surface internally with mechanical cleaning machine having steel scraper blades with required passes including removing all rust, scaling, etc. including cutting of pipes at required places, rewelding the same including cost of all materials and labour, etc. complete. (Pipe pieces if required for rewelding of old pipeline shall be paid separately.)

Sqm 77.00

12 Blast cleaning of old pipeline surface internally by using swabbing method by passing polyurethane foam "Pig" with required hydraulic pressure, cutting of pipes at required places, rewelding the same including cost of all materials and labour, etc. complete. (Pipe pieces if required for rewelding of old pipeline shall be paid separately.)

Sqm 91.00

13 Blast cleaning the surface of the old or new pipeline externally to remove all rust including providing sand machinery, etc. complete as directed by Engineer-in-charge.

Sqm 91.00

14 Providing and applying primer and one coat of red oxide of iron paint, internally, to blast cleaned surface of the pipes.

Sqm 25.00

15 Providing and applying primer and one coat of red oxide of iron paint, internally, including cleaning the surface of the pipes with steel scrappers, wire brushes, and metal cleaning solution, etc.

Sqm 43.00

16 Fabricating and fixing insulated flange rings assembly as per drawing from steel materials, supplied free of cost. The rate to include fabrication of tail pipes (about 0.6 M long) fabrications of flange rings, machining, drilling holes, including grinding wherever necessary and welding. The rate above to include nuts, bolts, washers, etc. but shall not include supply and fixing of backbite/PVC rings, cylinders and rubber packing.

For pipe dia.

i) From 300 mm upto 450 mm Each 2138.00

ii) Above 450 mm upto 750 mm Each 4155.00

iii) Above 750 mm upto 1000 mm Each 6184.00

iv) Above 1000 mm upto 1250 mm Each 10817.00

v) Above 1250 mm upto 1500 mm Each 14722.00

vi) Above 1500 mm upto 2000 mm Each 17999.00

17 Providing and applying primer and one coat of red oxide of iron paint, externally, to blast cleaned surface of the pipes.

Sqm 27.50

Sr. No.


Rate (Rs.) 2013-14


189

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

Sqm 60.00

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

Sqm 31.00

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

Sqm 66.00

21 Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipeline at site, etc. complete.

Sqm 50.00

b) Second coat Sqm 41.00

c) Third coat Sqm 40.00

Sr. No.


Rate (Rs.) 2013-14

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

191

1 Lowering, laying in position to correct line and level, M.S. pipes with / without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling, tack welding and transportation upto 500 M, etc. complete as specified.

A 5 mm to 8 mm thick

i) Upto 250 mm dia RMT 282.00

ii) Above 250 mm upto 500 mm dia RMT 332.00

iii) Above 500 mm upto 750 mm dia RMT 381.00

iv) Above 750 mm upto 1000 mm dia RMT 431.00

v) Above 1000 mm upto 1250 mm dia RMT 482.00

B Above 8 mm upto 12 mm thick

i) From 750 mm upto 1000 mm dia RMT 574.00





vi) Above 2000 mm upto 2250 mm dia RMT 906.00

vii) Above 2250 mm upto 2500 mm dia RMT 974.00

C Above 12 mm upto 16 mm thick







D Above 16 mm upto 20 mm thick







E Above 20 mm upto 25 mm thick



Sr. No.


Rate (Rs.) 2013-14

192


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
































Sr. No.


Rate (Rs.) 2013-14


193

3 Lowering, laying in position to correct line and level M.S. pipes with / without any outcoating, on pedestals or chairs upon piers, trestles, etc. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling, tack welding and transportation upto 500 M, etc. complete.
































Sr. No.


Rate (Rs.) 2013-14

194


4 Lowering, laying in position to correct line and level M.S. specials such as distance pieces, straps, bends, tapers, etc. on pedestals or chairs up on piers or trestles. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling, tack welding and transportation upto 500 M, etc. complete as specified.
































Sr. No.


Rate (Rs.) 2013-14


195

5 Transporting within 500 metres, laying in position to correct line and level M.S. pipes with / without any outcoating, on prepared bedding in trenches including marginal cutting wherever required, assembling, tack welding the same. The rate to include loading, unloading, hoisting, etc. complete as specified.
































Sr. No.


Rate (Rs.) 2013-14

196


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
































Sr. No.


Rate (Rs.) 2013-14


197

7 Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.

A Butt Joints

Plate thickness

i) 4 mm RMT 131.00

ii) 5 mm RMT 198.00


iv) 7 mm RMT 519.00

v) 8 mm RMT 651.00

vi) 10 mm RMT 798.00

vii) 12 mm RMT 854.00

viii) 14 mm RMT 1018.00

ix) 16 mm RMT 1232.00

x) 18 mm RMT 1334.00

xi) 20 mm RMT 1599.00

xii) 22 mm RMT 2008.00

xiii) 25 mm RMT 2725.00

B Lap joints with convex fillet welds

Leg Lengths

i) 5 mm RMT 183.00

ii) 6 mm RMT 234.00


iv) 10 mm RMT 347.00

v) 12 mm RMT 519.00

vi) 14 mm RMT 705.00

vii) 16 mm RMT 776.00


ix) 20 mm RMT 1062.00

x) 22 mm RMT 1419.00

xi) 25 mm RMT 1723.00

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




Sr. No.


Rate (Rs.) 2013-14

198


vv) Above 1750 mm upto 2000 mm dia RMT 592.00




viii) Above 2750 mm upto 3000 mm dia RMT 908.00

ix) Above 3000 mm upto 3250 mm dia RMT 987.00

x) Above 3250 mm upto 3500 mm dia RMT 1065.00

xi) Above 3500 mm upto 3750 mm dia RMT 1144.00

xii) Above 3750 mm upto 4000 mm dia RMT 1229.00

9 Transporting within 500 metres and fixing in position stools, base plates, roller sets, grease box covers, etc. including welding wherever necessary. The rate also to include fixing stools, base plates, etc. in true line and level, connecting the base plate to anchor bolts by flush welding including cutting the bolts, if required, assembling and aligning C.I. or M.S. roller sets of any size including oiling, greasing, etc. The rate also to include grouting anchor bolts, welding of two halves of grease box covers as directed by Engineer-in-charge, for pipes of following dia

i) From 1000 mm upto 1250 mm dia Each 1299.00

ii) Above 1250 mm upto 1500 mm dia Each 1405.00

iii) Above 1500 mm upto 1750 mm dia Each 1511.00

iv) Above 1750 mm upto 2000 mm dia Each 1617.00

v) Above 2000 mm upto 2250 mm dia Each 1723.00

vi) Above 2250 mm upto 2500 mm dia Each 1829.00

vii) Above 2500 mm upto 2750 mm dia Each 1935.00

viii) Above 2750 mm upto 3000 mm dia Each 2041.00

ix) Above 3000 mm upto 3250 mm dia Each 2147.00

x) Above 3250 mm upto 3500 mm dia Each 2253.00

xi) Above 3500 mm upto 3750 mm dia Each 2378.00

xii) Above 3750 mm upto 4000 mm dia Each 2463.00

10 Transporting within 500 metres and aligning, fixing in position and tack welding expansion joints suitable for pipeline of diameters.

i) From 1000 mm upto 1250 mm dia Each 4395.00

ii) Above 1250 mm upto 1500 mm dia Each 4558.00

iii) Above 1500 mm upto 1750 mm dia Each 4723.00

vv) Above 1750 mm upto 2000 mm dia Each 4887.00

v) Above 2000 mm upto 2250 mm dia Each 9238.00

vi) Above 2250 mm upto 2500 mm dia Each 9445.00

Sr. No.


Rate (Rs.) 2013-14


199

vii) Above 2500 mm upto 2750 mm dia Each 9650.00

viii) Above 2750 mm upto 3000 mm dia Each 9793.00

ix) Above 3000 mm upto 3250 mm dia Each 10063.00

x) Above 3250 mm upto 3500 mm dia Each 10270.00

xi) Above 3500 mm upto 3750 mm dia Each 10474.00

xii) Above 3750 mm upto 4000 mm dia Each 10682.00

11 Transporting within 500 metres, aligning and fixing in position and tack welding only, including marginal cutting, supplying and providing rubber packing, etc. where necessary.

A Minor fixtures such as manhole covers, pressure and non-pressure type blank flanges, loose rings, small pipes to form saddle bypass arrangement, plug plates, ladders, platform, stiffener rings, etc.

MT 7868.00

B Minor fixtures such as tees, domes, 'Y' branches, insulating flange ring assembly, etc.

MT 3997.00

12 Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness

i) Upto 5 mm RMT 59.00

ii) Above 5 mm upto 10 mm RMT 84.00

iii) Above 10 mm upto 14 mm RMT 109.00

iv) Above 14 mm upto 18 mm RMT 124.00

v) Above 18 mm upto 22 mm RMT 172.00

vi) Above 22 mm RMT 230.00

13 Gas cutting holes upto 50 mm dia (for plugs)

Thickness of Shell

i) 5 mm to 12 mm No 65.00

ii) Above 12 mm No 90.00

14 Providing M.S. bar mesh prepared out of 16 mm dia M.S. bar at 15 cm. c/c both ways, welded to flanged ring including tack welding of bars and fixing the same with nuts and bolts on open faces of outlet/inlet pipes in the sump or reservoir, etc. complete as directed by Engineer-in-charge.

Sqm 1192.00

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

No 2675.00

Sr. No.


Rate (Rs.) 2013-14

200


16 Supplying, transporting, the S.P. fire hydrants including duck foot bend, S.V. and S.V. road box, painting the hydrant, fixing the saddle piece, supplying, and laying required length of C.I. pipeline and jointing the same spun yarn, molten lead including caulking, fixing the S.V. road box in one brick masonry chamber in 1:5 C.M. with 12 mm thick 1:3 cement plaster both inside and outside on 1:3:6 C.C. 150 mm thick etc. complete as specified and directed. [As per I.S. 900/1965 Revised]

No 13090.00

17 Hydraulic testing of M.S. pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1 km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary.

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

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

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

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

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

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

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

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

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

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

Extra over Initial Km.

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

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

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

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

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

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

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

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

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

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

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

Sr. No.


Rate (Rs.) 2013-14


201

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

Sqm 416.00

19 Providing and applying pipe coating of fibres, coaltar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers (4 mm thick) of polythene polymerised bitumen and polyester (of local 7 layers) pipe coat 4 mm should conform to requirement of IS-10221 and AWWA C-203 for pre-fabricated tapes including covering coat on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete.

Sqm 448.00

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

20 Providing and applying with mechanical arrangement cement sand gunite of 50 mm thickness to floors, walls, floor slabs or any other structure under 2.1 kg. per sqcm. to 2.80 kg. per sqcm. pressure including removing the loose materials on surface, cleaning with compressed air, degreasing, etc. including scaffolding and curing for 21 days, providing and fixing BRC fabric no. 14 but excluding cost of reinforcement, if any and removing rebound materials within a lead of 50 M, etc. complete as directed by Engineer-in-charge (for GSRs and buildings).

Sqm 363.00

21 Providing and applying with mechanical arrangement cement sand gunite of 50 mm thickness to floors, walls, roof slabs or any other structure under 2.1 kg. per sqcm. to 2.80 kg. per sqcm. pressure including removing the loose materials on surface, cleaning with compressed air, degreasing, etc. including scaffolding and curing for 21 days, providing and fixing BRC fabric no. 14 but excluding cost of reinforcement, if any and removing rebound materials within a lead of 50 M for staging and bottom of bottom slab, etc. complete as directed by Engineer-in-charge (for RCC ESRs).

Sqm 476.00

Sr. No.


Rate (Rs.) 2013-14

202


22 Providing and making inner cement mortar lining to M.S. pipes with mechanical devices in cement mortar 1:1 proportion, including cost of all materials, labour, special sand required, machinery, power generation, all equipments and taking necessary access openings and manholes, cuts at suitable intervals as directed by Engineer-in-charge and rewelding the same after done with doubler plates pipes including necessary excavation, refilling, concrete breaking and remaking if any, breaking guniting and remaking the same, repainting wherever required with epoxy paint in 3 coats, all dewatering including emptying the pipeline and refilling the same after done with (water to be supplied by department free of cost within 5 km. lead at fixed point and all other arrangements to be done by agency), including carrying out "C" value performance test of pipeline, complete job as per the directions of the Engineer-in-charge.

i) 9 mm thick for pipes upto 700 mm dia (increase 25% for alignment 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 strength 18 to 21 kg/cm², antifungal antibacterial anticorrosive, graft co-polymer coating on smooth plastered surface, 100 micron dyu film thickness of self bonding with plastered surface and 100 micron of top coat for sewage treatment plant (RCC tank inside coating) and water treatment plant.

Sqm 1057.00

24 Providing and applying external and internal coating for steel structures in sewage treatment plant/ water treatment plant with elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength18 to 21 kg/cm², antifungal antibacterial anticorrosive, graft co-polymer 50 micron DFT of self bonding grade with steel, 50 micron DFT of inner coat and 50 micron DFT of top coat.

Sqm 618.00

25 Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/cm², antifungal antibacterial anticorrosive, graft co-polymer coating on external pipelines in unlaid/ laid condition after proper cleaning, 50 micron DFT of self bonding grade with metal surface, 50 micron DFT of inner coat and 50 micron DFT of top coat.

i) Water and sewage pipelines (external) in unlaid condition Sqm 647.00

ii) Water and sewage pipelines (external) in laid condition Sqm 663.00

26 Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/cm², antifungal antibacterial anticorrosive, graft co-polymer coating on internal surface of pipelines 100 micron DFT of self bonding grade with steel surface, 100 micron DFT of top coat.

i) Pipeline in unlaid condition Sqm 814.00

Sr. No.


Rate (Rs.) 2013-14


203

ii) Pipeline in laid condition Sqm 869.00

27 Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/cm, antifungal antibacterial anticorrosive, graft co-polymer coating on cleaned steel reinforcement bars 80 to 100 micron DFT with self bonding of bar coating.

i) 6 mm dia MT 29598.00

ii) 8 mm dia MT 22648.00

iii) 10 mm dia MT 17947.00

iv) 12 mm dia MT 14933.00

v) 16 mm dia MT 11182.00

vi) 20 mm dia MT 9100.00

vii) 25 mm dia MT 7187.00

viii) 32 mm dia MT 5759.00

ix) 40 mm dia MT 4373.00

28 Providing and applying HDPE coating for MS pipe internally as well as externally including cost of HDPE powder moulding pipe grade, labour, scrapping the pipe surface with wire brushes, degreasing, cleaning by compressed air and surface grinding and finishing including cost of loading, unloading and handling of pipe at factory, etc. complete as directed by Engineer-in-charge.

HDPE coating thickness in Micron

External Internal Total coating thickness in micron

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 and constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plant consisting of Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge (turn-key job) works.

1) Aeration fountain

2) Inlet arrangements

3) Mixing channel with ventury flume and flow measuring arrangement

4) Inlet channel

5) Flocculator - Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes

6) Tube settlers - Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc. having proven performance.

7) Rapid sand gravity filters

8) Filter house

9) Chemical house

10) Alum tanks - 2 Nos. with mixing, carrying and dosing arrangements with piping.

11) Gravity feed gas chlorinator with 100% standby.

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

13) Bypass arrangement

14) External and internal electrification

15) Laboratory equipments

16) Wash water tanks of capacity equal to 2% of designed quantity of filtered water in a day (+)10%.



206


17) Wash water pumps with 100% standby.

18) Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg/ sqcm at the under drains (100% standby).

19) Pure water sump of capacity equal to 1 hour pumping capacity.

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

21) Drainage arrangements

22) Alum store

23) Sanitary block with necessary water supply and drainage arrangements and internal WBM roads.

24) These rates are applicable for seismic zones 2, 3 and 4.

25) Rates given below are inclusive of uplift pressure if any and dewatering during the entire work.

26) All RCC structures shall be constructed in M-300.

27) Unconventional Treatment Plants less than 1 MLD capacity shall not be constructed.

Note : Conditions from Sr. No. 1 to 27 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants.

Unconventional Water Treatment Plant Rs. In Lakhs

1) Fixed cost for 1 MLD Job 54.00 21.60

2) Add for capacity above 1 MLD upto 2 MLD

MLD 23.76 9.50

3) Cost of 2 MLD treatment plant Job 77.76 31.10


MLD 17.82 7.13


6) Add for capacity above 5 MLD MLD 14.26 5.70





207

2 Designing (aesthetically), providing, constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).

1) Aeration Fountain - Plan area not less than 0.625 square metre per MLD

2) Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge)

3) Flash Mixer - Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1, vane mixer type conforming to I.S. 7090 of 1985.

4) Flocculator - Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes.

5) Clarifier - Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 10313-1982.

6) Rapid Sand Filters and Filter House - Filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width.



208


a) Filter Sand - Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel conforming to I.S. 8491(i)-77, backwash by air wash, standard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.

b) Wash Water Tank - Capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more.

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

d) Air Blowers - Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/sqcm at the underdrains (100% standby).

7) Chemical House in Two Storeys

a) Ground floor to accommodate 7 days' alum requirement and sundry storage.

b) First floor to accommodate alum and lime tanks. etc.

c) Solution tanks - Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 9222 Part-I 1979.

8) Pure Water Sump and Sump House.

a) Capacity of sump - One hour of designed flow.

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

9) Store House - Suitable for alum storage of three months' requirement in monsoon with 10% extra capacity for other sundry articles.

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

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




209

b) Rate for withdrawal

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

45 67 Tonnes

10 6.35 9.50 110

15 10.75 16.10 130

20 14.50 21.24 254

27&Above 18.70 28.12 315

c) Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983.

d) 100% standby shall be provided.

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

12) Drainage arrangements - RCC pipes upto plot boundary.

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

14) Laboratory equipment - As per requirement (to be specified during tendering).

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

16) Administrative block and internal road - To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

17) Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

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

19) All RCC structures shall be constructed in M-300.

Note : Conditions from Sr. No.1 to 19 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed).

Conventional Water Treatment Plant Rs. in Lakhs

1) Upto 5 MLD MLD 33.26 13.30



210




MLD 23.76 9.50



MLD 15.44 6.18



MLD 14.26 5.70



MLD 11.88 4.75



3 Designing (aesthetically), providing, fabricating Package Water Treatment Plant at the shop, transporting to site, installing, testing and commissioning at the site, giving necessary one month's free test and trail run with guarantee for one year, etc. complete.

Prefabricated Package Water Treatment Plant comprising following :

1) Rapid mixing channel in M.S. sheets and M.S. baffle.

2) Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation.

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

4) Rapid sand gravity filter in M.S. prefabricated box with filter sand not less than 500 mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500 mm centres in either direction.




211

5) Backwashing, inlet facilities only shall be provided. Department shall provide either ESR giving 8 to 10 M head at filter nozzles or backwash pump, having flow rate of 0.6 Cum per minute per square metre of filter bed. (Limit upto 5.0 M. from W.T.P. face)

6) All civil works for foundation, consisting of raised RCC platform above G.L. or walls in B.B. masonry or UCR masonry shall be provided as per needs at site.

7) Bypass in the form of pipes or M.S. channels included in the design, effecting bypass of such new tank and filter individually or both. (Limit upto 5.0 M. from W.T.P. face)

8) The entire M.S. fabricated tank provided with FRP lining (5 mm thick) to inside face in contact with water epoxy painting- two coats with one coat of primer on outside. The thickness of plates employed shall not be less than 6 mm

9) Alum dosing and mixing arrangements to be provided in twin tanks, each of 8 hours capacity, capable of importing does of 20 ppm with 5% solution. The alum tanks provided with a dose in steps of 5 ppm and entire unit mounted on the top of flocculator / settler box, in the form of prefabricated structure, with access platform and ladder. Alum boxes with FRP lining (5 mm thick) inside and epoxy paint two coats with one coat of primer on outside.

10) Both flocculator and settling basins provided with hopper bottom with slope not less than 45 degrees to the horizontal drain pipes and valves provided to both flocculator and settling basin.

11) Flow ratings to conform following parameters :

a) Velocities in channels not to exceed 0.6 M./Second.

b) Velocities in filter outlet pipes and valves not to exceed 1 M./Second.

c) Velocities in interconnecting pipe and controls not to exceed 1M./Second.

d) Backwash with air : Not required.



212


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

12) Free board for all units not less than 300 mm

13) Rates as above include all taxes, octroi and duties which would be specific to the site locations.

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 capacity required for the scheme, one of the above capacities should be chosen.

Sewage Treatment Plant (STP)

4A Designing (aesthetically), providing, constructing and giving satisfactory trials of modernised Sewage Treatment Plant consisting of receiving chamber, screen chamber, grit chamber, measuring flume, distribution chamber with primary and secondary treatment, etc. as detailed below, administration block of suitable size including allied units for waste disposal with all civil and mechanical works involved, etc. complete (turn key job).

Primary treatment - with extended sludge drying beds

Rates Rs. in Lakhs

1) Upto 10 MLD MLD 47.52 19.01

2) Cost of 10 MLD plant Job 475.20 190.08


MLD 41.58 16.63









213

B Designing (aesthetically), providing, constructing and giving satisfactory hydraulic testing, commissioning and giving satisfactory trials of modernised Sewage Treatment Plant consisting of inlet chamber, screen chamber, detritus tanks, parshall flume, primary settling tanks, aeration tanks, secondary settling tanks, sludge sump and pump house, sludge thickener, primary digester, secondary digester, SST sump and pump house, chlorine contact tank, chlorinators, chlorinator room, sump cum blending tank, PST sludge sump cum blending tank, pump house, sludge centrifuge, gas holder, necessary piping work with required valves, gates, drains, pathways, administrative building cum laboratory, laboratory equipments, tools and plants, spare parts, etc. complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specification for civil, electrical and mechanical components with all duties and taxes, etc. complete.

Inlet Chamber

Designing, providing and constructing RCC (M-300) inlet chamber designed for the peak flow 2 DWF including necessary excavation in all types of strata including walkway around the periphery. Each compartment will have phosphor bronze, steel gate with extension rod, head stock, operating wheel, G.I. pipe railing, etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.

Screen Chambers

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



214


Detritus Tank

Designing, providing and constructing continuously grit removal type of detritus tank, mechanically operated in RCC (M-300) capable of removing 100%, 0.20 mm size particle and above, having specific gravity 2.30 designed for one peak 2 DWF with suitable arrangement of separation of grit from putrescible solids including providing and making necessary arrangement of JB-1 inlet and outlet channel of required sizes as may be required to connect the flow to parshall flume, etc. complete including hydraulic testing for water tightness of the structure having minimum free board of 0.30 M washout arrangement to grit chamber and platform 1.20 M wide RCC walkway with G.I. pipe hand railing shall be provided. A pit for collecting grit conveyed by conveyor shall be provided.. It should be suitable to handle the grit for carting. All arrangements shall be as per detailed specifications and as directed.

Parshall Flume

Designing, providing and constructing parshall flume channel in RCC (M-300) for measuring quantity of sewage received at the treatment works, max. flow of 2 DWF and minimum flow of ½ DWF including providing and making necessary arrangement of approach channel as may be required to connect the flow having minimum velocity of 0.3 M per second to distribution box (DB-1). The unit shall be provided with walkway and RCC staircase having width of 1.20 M each etc. complete, including hydraulic testing for watertightness of the civil structure having free board of 0.6 M including electrically operated, flow indicating and flow integrating devices having a standby of float operated ROF meter. All arrangements as per specifications.




215

Primary Settling Tanks with Equipments

Designing, providing, constructing and hydraulic testing in RCC (M-300) watertight primary settling tanks of 1 DWF capacity with feed chamber, sludge and effluent chamber, base adequately supported, providing 1.20 M wide clear peripheral and approach walkway inter connecting C.I. double flanged pipes from feed chamber of the clarifier distribution well, grouting wherever necessary, including foundation, etc. as per specifications, water depth at outer side shall be minimum 3.0 M, weir loading shall not be greater than 125 cum, DWF for average flow, bottom slope shall be 1:12.

The floor of clarifier shall have 40 mm thick (min.)screed course of cement grout of mix in CM 1:2 detention period shall be 2.25 hrs. dispersion box and stiffened weir plate made of mild steel plate not less than 8 mm thick, anti-corrosive epoxy paint on both faces shall be provided. Minimum free board of 0.50 M be provided. It includes inlet pipe from distribution chamber, central shaft, inlet baffle, outlet chamber, scum remover, skimming device, scum chamber, connecting channel from PST, outlet chamber to DB-2 as per detailed specifications.

Aeration Tank (AT)

Designing, providing and constructing in RCC mix (M-300) aeration tank in compartments to handle combined flow of 1 DWF incoming flow and recirculation flow including construction of inlet, outlet and distribution chamber DB-3 and providing 1.20 m wide clear peripheral approach walkways, expansion joints wherever necessary, including foundation, etc. as per specifications. Peak factor shall be 2, F/M ratio shall be 0.40, low speed aerator speed between 20 to 100 RPM, recirculation flow @50% and free board 0.60 m depth, (SWD) 3.50 M minimum, D.O. level at A.T. 2 mg/lit, MLVSS concentration shall be 2500 mg/lit and MLVSS concentration shall be 2000 mg/lit, HRT shall be 4 to 6 hours and STR 6-8 days.



216


It should have compartments for washing, oxygen transfer capacity of mechanical aerator shall not be less than 1.5 kg/KWH, BOD of effluent 20 mg/lit with input to aerator 0.15 to 0.30 KWH/1000 cum of aeration tank. All related works shall be as per detailed specifications.

Secondary Settling Tanks with Equipments

Designing, providing and constructing in RCC (M-300) water tight secondary settling tank having detention period 2 hours and SWD shall be 4.20 M. The effluent BOD & SS from the secondary clarifier shall not be more than 20 Mg/lit and 30 Mg/lit respectively. It should be hydraulically tested, bottom floor slope of 1:12 and free board of 0.60 M minimum. Dispersion box shall be made of mild steel plate not less than 8 mm thick with anticorrosive epoxy paint from both faces and well stiffened. The sewage admitted at the centre flowing upward and outward towards periphery be slowly and continuously collected towards a convenient discharge point near centre by a rotating wheel arm. The clarifier will be completed with end drive half rotating bridge, structural steel rake, overflow weir, walkway diffuser, over load alarms, having push buttons, starters for the clarifier, walkway and the suitable sludge withdrawing arrangement with flush valve capable of withdrawing moisture content not more than 97% to 98% slopping floor shall have 40 mm thickness (minimum), screed course of cement grout of mix 1 cement : 2 sand, rotating sludge scrapper mechanism fitted with squeezes including providing and making necessary arrangement to connect the flow to outlet chamber (DB-4) then the gravity mains for final disposal and as per detailed specifications and obligatory provision. All other arrangements shall be as per detailed specifications.




217

Sludge Thickener with Equipments

Designing, providing and constructing watertight of sludge thickener (gravity type) including foundation in RCC (M-300) with inlet and outlet chamber influent well, inlet and outlet pipes, with sludge pit and sludge removal arrangement, grouting wherever necessary with walkway all around of 1.20 M width G.I. pipe railing interconnecting CI pipes all complete as per specifications, detention time 24 hours. SWD shall be 4.25 metre with necessary fixed bridge scraper arrangement as per detailed specifications and necessary inlet and outlet arrangement. All other arrangement as per detailed specifications.

Primary Digester with Mixer Equipment (Fixed Cover)

Designing, providing and constructing unit of watertight and gastight primary digester suitable for 1 DWF plant and complete with pipe gallery, building, staircase for access from dome of digester into inside staircase, walkways at springing levels, etc. walls and base slab being in RCC (M-300), domes in structural concrete including providing burners and civil works for gas collection, grouting wherever necessary, etc. complete as per specifications. It should be designed for min 9°C and max. 45°C and minimum detention time of 30 days, water depth shall not be more than 8.5 M, free board shall be 0.6 M with inlet and outlet arrangement of C.I. flanged pipes including giving hydraulic testing and airtightness testing. The item includes providing works for collecting gas and gas burner as per specifications.



218


Secondary Digester with Equipment (Fixed Cover)

Designing, providing and constructing including foundation unit of watertight and gastight secondary digester to deal with 1 DWF complete with pipe gallery, building, staircase for access from dome of digester into inside, staircase to walkways at springing levels, etc. Walls and base slab and domes being in RCC M-300, providing arrangement for digested sludge from digesters to centrifuge, providing burners and civil works for gas collection grouting wherever necessary, etc. complete as per specifications and obligatory provision. All other arrangements as per detailed specifications.

S.S.T. Sump and Pump House with Recirculation Pumps and Sludge Pumps to Digester

Designing, providing and constructing sump and pump house of requisite capacity with ceiling height not less than 6 M, sludge stream for recirculation to aeration tank and excess sludge to SCBT, including C.I. piping to carry this flow to sump as per detailed specification and as directed by Engineer-in-charge.

Chlorine Contact Tank

Designing, providing and constructing chlorine contact chamber of adequate capacity to deal with 1 DWF average flow. The chlorine contact tank should be of 30 minutes capacity during average flow to achieve 99.99% coliform reduction. Chlorine dose shall be maintained as per standard provisions including designing, providing and constructing water supply arrangement for chlorination including providing dewatering and bypass arrangements, jointing to final effluent main and outlet weir, etc. complete. The effluent quality should match with the standards laid down by Maharashtra Water Pollution Control Board and as per the obligatory provisions and detailed specifications and as directed by Engineer-in-charge.




219

Chlorinator and Chlorinator Room / Tonner Room

Designing, providing and constructing chlorinators, vacuum type 2 nos. each having capacity of 10 Kg/hr as per obligatory provisions and detailed specifications with necessary provision of chlorinator room having floor area not less than 30 sqm including automatic residual chlorine controller with actuator and residual chlorine analyser including cost of chlorine cylinder, piping, valves, measuring and controlling equipments, safety devices, lifting equipments, etc. complete as per I.S.-10553 (Part II) 1982. The tonner room should have 3 MT capacity crane for loading and unloading facility. Tonner storage should distinctly isolated and should be for minimum 10 tonners space and arrangements as per gas laws 1981 and factory act shall be provided and all other matching amenities be provided, 5 MT gantry shall be provided for full length of tonner room at 6 M height from floor level, with outlet chamber and treated effluent outlet channel, etc. complete as per detailed specifications.

Sump cum Blending Tank (SCBT)

Designing, providing and constructing sump cum blending tank of appropriate size and detention time with free board of 0.60 M. The slope of floor 1:4 with suction pit at the centre as per detailed specifications and obligatory requirements.

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

Designing, providing and constructing pump house of appropriate size with pumps, ceiling height minimum 6 M over the circular sump for discharging the sludge to thickener and recycling of flow for blending with C.I. piping, etc. complete as per detailed specifications.



220


Sludge Centrifuge Room with Centrifuges

Designing, providing, constructing and installing including foundation, etc. sludge centrifuge to handle the sludge flow of one day in one hour per unit with sludge dewatering unit, drain, etc. complete as per specifications, sludge centrifuge with all necessary arrangements as per detailed specifications mentioned in Volume-II and Volume-III of tender and obligatory provisions, be provided with satisfactory functioning.

Gas Holder

Designing, providing and constructing gas holder having gas collection system, gas flow meter and gas burner with floating dome arrangement and storage time 6 hrs. to be constructed in M-300 having appropriate diameter as per detailed specifications and obligatory provisions. The floating dome shall be of 8 mm thick M.S. plate minimum and shall be provided with two coats of anti-corrosive epoxy coating from both faces.

Outfall Sewer

Designing, providing and constructing appropriate outfall sewer of RCC NP-2 pipe to discharge treated effluent, untreated effluent from outlet chamber (after basin / chlorination tank) to the local nalla at a point shown on the drawing including necessary chambers for inspection / cleaning including necessary excavation , dewatering, refilling, concrete encasing/ bedding concrete steps to reach the nalla bed level, pitching and energy dissipation chamber in the nalla portion, etc. complete upto 50 M length RCC NP-2 pipeline and including all above items.




221

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

Providing, laying and jointing pipes other than those already included in the above items for interconnection bypass drains, etc. of all units including adequate numbers of manhole chambers. The item includes excavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The item includes required channels with gates for interconnection of units, bypass drains, etc. for all units and as directed, etc. complete as per detailed specifications.

Administrative Building cum Laboratory (G+1)

Designing, providing and constructing administrative building, office cum laboratory including stores. This shall be a building having appropriate carpet area at ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M-200 framed structure, BB masonry (IInd class in CM 1:6) 20 mm cement plaster in CM 1:3 inside and outside painting, aluminium door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures, fastening electrification arrangements, water supply arrangement, etc. complete. The building will have laboratory on upper floor of administrative building and should be so centralised that it should not be attached with any unit but should have complete control of every unit as per laboratory equipment, beautification, telephone and intercom arrangement and wireless system.

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

Rates Rs. in Lakhs

1) Upto 10 MLD MLD 57.02 22.81



MLD 49.90 19.96




222






5 Designing, manufacturing, supplying and erecting of Filter Plant including cost of underdrain system, cost of filter media, transportation to work site connecting inlet, outlet pipelines of water supply scheme to the plant with fixing of required appurtenances, gauges, valves, water level and flow indicator, etc. including all duties and taxes. The cost includes supply of operation and maintenance manual free of cost, one month trial run after completion of erection work with labour cost, the required training to the staff of Department and Gram Panchayat, 5 years' performance guarantee after commissioning against manufacturing defect. The work includes cost of construction of RCC masonry as and where necessary including excavation if required, epoxy painting to all units inside and outside of the plant, etc. complete.

Rates Rs. in Lakhs

1) 0.5 MLD plant --- Deleted

2) 1.5 MLD plant --- Deleted



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

223

I PROCESS DESCRIPTION - MOVING MEDIA BIO REACTOR TECHNOLOGY

The Moving Media Bio Reactor Technology is a advanced biological treatment process which has a combination of activated sludge process and attached growth process. The bio reactor has lot of packing material called carrier media in suspension and provides a large surface area for micro organisms to grow and degrade the organic matter in aerobic condition. Due to the use of carrier media, the higher concentration of bio mass is developed which helps to reduce the basin size, accept higher loading rates and take shock loads.

The sewage after screening and grit removal flows by gravity into the BIO REACTOR wherein the attached growth, aerobic microbes will utilize pollutant in presence of oxygen thereby, further reducing BOD. The air required will be provided through coarse bubble air diffusers provided on the aeration grid at the bottom of reactor and using positive displacement, twin lobe, root type air blower for supply of oxygen.

The PP media is provided in the aeration tank to allow the aerobic microbes to grow and get attached. This media remains in fluid state in the aeration tank thereby keeping large number of microbial colonies moving in the tank and provide high concentration of bio mass available at all the time. The microbes get exposed to bio degradable organics in presence of oxygen and convert it into cell biomass, water molecule and carbon-dioxide. The microbial colony grows on plastic media. The excess bio mass gets sloughed and moves with treated water into subsequent unit. This sloughing action is a continuous process and the microbes keep on growing and sloughing. This is a very fast process and hence system becomes self sustaining.



224


The dead bio mass generated will be separated in the CLARISETTLER TANK wherein tube media is provided for providing additional surface area for settlement of bio mass and thereby reducing the space requirement.

The solid-liquid separation is achieved in this tank and clear supernatant will flow by gravity.

The treated wastewater will be disinfected with Chlorine and allowed to react in CHLORINE CONTACT TANK prior to suitable disposal.

A typical sketch of bio reactor showing various components is given below.

The MMBR / FAB Technology has following advantages over Conventional Systems like :

1 Low on civil works

2 Low space requirement

3 Low on operating cost due to higher Oxygen Transfer Efficiency.

4 Low on maintenance cost

5 Easy to operate with semi-skilled manpower

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




225

II SPECIFICATIONS OF SEWAGE

TREATMENT SCHEME

Raw Sewage Characteristics

Temperature Ambient

ph 7.0 - 8.0

Total Suspended Solids 210 mg/l

BOD 5 days at 20º C 170 mg/l

COD 340 mg/l

Oil & Grease 30 mg/l

MPN 106 to 107 per 100 ML

Treated Sewage Quality

pH 6.5 - 8.5

Total Suspended Solids < 30 mg/l

BOD < 20 mg/l

COD < 100 mg/l

Oil & Grease < 10 mg/l

MPN < 1000 per 100 ML

Moving Media Bio Reactor (MMBR) / FAB (Fluidised Aerated Bed) Process

Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of STP consisting of inlet chamber, screen chamber, grit separator, MMBR / FAB (based on technologies providing attached growth on plastic meddi kept suspended in the waste water due to low density of plastic and provided with compressed air for aeration with very high MLSS of greater than 15,000 mg/lit.) tank, secondary clari settler, sludge sump, sludge thickener, chlorine contact tank, chlorinator room/shed, sludge centrifuge, associated piping work with required valves, gates, drains, pathways, administration block cum laboratory, laboratory equipments, spare parts for 2 years of operation, etc. complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specifications for civil, electrical and mechanical components with all duties and taxes, etc. complete. Treated sewage can be used for irrigation, horticulture purposes.



226


FOLLOWING UNITS ARE INCLUDED

1. Inlet Chamber

Designing, providing and constructing RCC (M-25) inlet chamber designed for the peak flow including necessary excavation in all types of strata including walkway all around the periphery. Each compartment will have CI gates with extension rod, head stock, operating wheels, GI pipe railing, etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.

1 No.

2. Screen Chamber

Designing, providing, constructing, testing and commissioning of screen chamber, designed for peak flow in RCC (M-25), including walkway 1.2 m wide with GI pipe.

2 Nos

3. Grit Separator

Designing, providing and constructing detritor type grit removal mechanism in RCC (M-25) capable of removing 100% 0.2 mm size particle and above, having specific gravity 2.30 designed for peak flow with suitable arrangement of separation of grit from putrescible solids including providing and making necessary arrangements of Jb-1. Inlet and outlet channels of required sizes as make be required to connect the flow to connecting unit, etc. complete including hydraulic testing for watertightness of structure having minimum FB of 0.3 m, washout arrangement to grit chamber and platform 1.2 m wide RCC walkway with GI pipe handling shall be provided. A pit for collecting grit conveyed by conveyor shall be provided. It should be suitable to handle the grit for carting. All arrangements shall be as detailed specifications and as directed.

2 Nos




227

4. MMBR / FAB Tank

Designing, providing and constructing in RCC (M-25) biological reactor tank for removal of BOD along with nutrient removal to handle the average flow and having hydraulics suitable to handle peak flow conditions with suitable 1.2 m wide walkway, expansion joints as required, including foundation, etc as per specifications. The tank shall be equipped with inlet and outlet arrangement, air blowers for supply of air, coarse bubble diffusers and aeration grid in SS 304, PP carrier bio media, etc. FB of 0.5 m and SWD as required should be complete as per detailed specifications.

1 No.

5. Secondary Clari Settler

Designing, providing and constructing in RCC (M-25) watertight secondary clari settler having SWD of 3.75 m + 0.5 m FB and has tube media in the clarification zone to provide additional surface area for settling. The settler shall be provided with a scraper mechanism in MS with epoxy painting for collecting the settled solids at the bottom (bottom slope 1:12). The central feed well shall be made of MS with epoxy painting from both faces and well stiffened. The sewage will be admitted in the feed well and then will move outwards towards periphery slowly and continuously over a weir and will be collected in a launder.

1 No.



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6. Chlorine Contact Tank

Designing, providing and constructing chlorine contact tank of adequate capacity to deal with average flow. The contact time provided is 30 mm to achieve 99.99% reduction in coliform during average flow condition. Chlorine dosage will be as per standard provisions including designing, providing and constructing water supply provision for chlorination, including providing dewatering and bypass arrangement for joining to final effluent mains and outlet weir, etc. complete. The effluent quality should match with the standards laid down by Maharashtra Pollution Control Board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.

1 No.

7. Chlorinator and Chlorinator Room / Tonner Room

Designing, providing and constructing vacuum type chlorinators having adequate capacity for dosage of adequate chlorine to ensure 99.99% coliform reduction as per obligatory provisions, detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinator equipment shall include chlorine cylinders / tonners, piping, valves, measuring, controlling equipments, safety devices, lifting equipment, etc. complete as per IS 10553 (Part II) 1982. The tonner room should have min. 3 MT capacity crane for loading and unloading facility. Tonner storage should be distinctly isolated and should have min. storage space as per the detailed specifications and as per gas law 1981 and factory act shall be provided. All other matching amenities shall be provided, 5 MT gantry rail shall be provided for full length of tonner room at 6 m ht. from level of tonner room with outlet.

1 No.

8. Sludge Sump

Designing, providing and constructing of sludge sump and pump for discharging sludge to sludge thickener using MS pipe, etc. complete as per detailed specification.

1 No.




229

9. SIudge Thickener

Designing, providing and constructing watertight of sludge thickener - gravity type in RCC (M-25) with inlet and outlet pipes, central feed well, sludge it and sludge removal arrangement, grouting wherever necessary with walkway all around of 1.20 m with GI pipe railing interconnecting CI pipes all complete as per specifications, having bottom slope 1:8 and 3 m SWD with necessary fixed bridge scraper arrangement as per detailed specifications and necessary inlet and outlet arrangement, all other arrangement as per detailed specifications.

1 No.

10. Sludge Centrifuge Platform with Centrifuge

Designing, providing, constructing and installing including foundation, etc., sludge centrifuge to handle the sludge flow of 1 day in 18 hrs per unit with sludge dewatering unit, drain, etc. complete is per specification. Sludge centrifuge with necessary arrangements as per detailed specification mentioned in tender and obligatory provisions to be provided with satisfactory functioning.

1 No.

11. Outfall Sewer

Designing, providing, constructing appropriate outfall sewer of RCC NP2 pipe to discharge treated effluent, untreated effluent from outlet chamber (after basin / chlorination tank) to the local Nallah at the point shown on the drawing including necessary chambers for inspection and cleaning including excavation, dewatering, refilling, concrete, encasing / bedding concrete.

1 No.



230


12. Piping Work in CI LA class including Sluice Valves, Reflux Valves, MS Gates

Providing, laying and jointing pipes other than those already included in the above items for interconnection, bypass drains, etc. of all units including adequate number of manhole chambers. The item includes excavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The item includes required channels with gates or interconnection of units, bypass drains, etc. for ill units as directed, etc complete as per detailed specifications.

Lot

13. Administrative Building cum Laboratory (G+1)

Designing, providing and constructing administrative building, office cum laboratory including stores. This shall be building having appropriate carpet area, at ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M-20 framed structure, BB masonry (IInd class in CM 1:6), 20 mm cement plaster in CM 1:3, inside and outside painting, aluminum door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures, fastening, electrification arrangement, water supply arrangement, etc complete. The building will have laboratory on upper floor of administrative building and should have complete control of every unit as per laboratory equipment, beautification, telephone and intercom arrangement and wireless system.

III PRICE SCHEDULE

Capacity of the Plant Area required Unit Rate

in MLD in Sqm. (in Rs. Lakhs)

1 450 MLD 130.84

3 600 MLD 77.04

5 1000 MLD 66.41

8 1500 MLD 60.31

10 1800 MLD 58.97

13 2500 MLD 53.36




231

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 upto 5 MLD capacity are manual type.

2 Upto 5 MLD capacity STP, chlorination is done by using sodium hypochlorite solution. Above 5 MLD capacity, gas chlorinator is provided.

3 Sludge thickener is not provided upto 3 MLD capacity STP. Sludge will be collected into sludge sump and pumped directly to sludge dewatering system.

4 For all STP, sludge dewatering is using solid bowl centrifuge.

5 Chlorinator room not provided for STP upto 3 MLD. For STP upto 3 MLD, laboratory / administration building is not provided. Only a room for operator is provided.

6 Boundary wall, fencing, gate, storm water drains, site clearance is not considered in the scope.

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

8 Water table is considered 5 m below GL for design.

9 Soil bearing capacity is considered as 20 T/m² at 1.5 m below GL.

10 Lead for excavation is considered as 0.5 km.

11 Grade of cement used is OPC 43 grade.

12 Grade of steel used is Fe 415.

13 Peak factor considered for design for plants upto 3 MLD is 3, 4; upto 15 MLD is 2.5, 16; upto 20 MLD is 2.0.

14 Chemicals required during trial run and commissioning are not considered.

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

16 Power available at STP location is assumed as LT power supply.



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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




233

Cyclic Activated Sludge Process

A Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of STP based on SBR technology consisting of Inlet Chamber, Screen Chamber, Detritus Tanks, Distribution Chamber and Biological CASP Basins, Sludge Sump, Chlorine Contact Tank, Chlorinator Room/Shed, Sludge Centrifuge necessary piping work with required valves, gates, drains, pathways Administration Block cum Laboratory, Laboratory Equipments, Tools and Plants, Spare Parts, etc. complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specification for civil, electrical and mechanical components with all duties and taxes, etc. complete to achieve BOD < 5 ppm, COD < 100 ppm, TSS < 10 ppm, to get recyclable quality of water for industrial / agricultural purposes. (In Case Cyclic activated sludge plant is designed for N, P outlet parameters shall also include TN < 10 ppm, Nh3N < 2 ppm and TP < 1 ppm)

UNITS INCLUDED

1. Inlet Chamber

Designing, providing, and constructing RCC (M-250) inlet chamber for the peak low of 2 DWF including necessary excavation in all types of strata including walkway all around the periphery.

Each compartment will have phosphor bronze steel gates with extension rod, head stock, operating wheels, GI pipe railing, etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.



234


2. Screen Chamber

Designing, providing, constructing, testing and commissioning of screen chamber, designed for average 1 DWF and maximum peak flow of 2 DWF in RCC (M-250), including inlet pipe / channel from inlet chamber, outlet pipe channel to detritus tank, free board of 0.5 m minimum, RCC walkway 1.2 m wide with GI pipe railing, RCC staircase of 1.2 m width from GL to screen chamber.

3. Detritus Tank

Designing, providing and constructing continuous grit removal type Detritus Tank, mechanically operated in RCC (M-250) capable of removing 100% of 0.2 mm size particle and above, having specific gravity 2.30, designed for one peak 2 DWF with suitable arrangement of separation of grit from putrescible solids. Inlet and outlet channels of required sizes as may be required to connect the flow to connecting unit etc. complete including hydraulic testing for watertightness of structure having minimum FB of 0.3 m, washout arrangement to grit chamber and platform 1.2 m wide RCC walkway with GI pipe handling shall be provided. A pit for collecting grit conveyed by conveyor shall be provided. It should be suitable to handle the grit for carting. All arrangements shall be as detailed specifications and as directed.




235

4. CASP Basins

Designing, providing and constructing in RCC (M-250), CASP basins for biological removal of BOD along with nitrification, denitrification, Bio-P removal in compartments to handle combine flow of 1 DWF incoming flow and recirculation flow including construction of selector compartments and providing 1.2 m wide clear approach walkways, expansion joints wherever necessary, including foundations, etc as per specifications. Peak factor shall be 2, F/M ratio shall be 0.15, complete with air blowers, fine diffused aeration grid / equipment and FB 0.5 m and SWD as required. DO level in basin to be minimum 2 mg/l complete with ‘Oxygen Uptake Rate’ control system and all related instruments, stainless steel decanters and automation works. MLSS concentrations shall be 2000-5500 mg/l or more. MLVSS to MLSS ratio to be 0.8. HRT shall be between 12 to 13 hrs and SRT suitable for fully digested sludge. It should have all other related works as per detailed specification. In case CASP is designed to achieve N,P removal HRT shall be between 15-18 hrs and SRT shall be suitably provided to a.

5. Chlorine Contact Tank

Designing, providing and constructing chlorine contact chamber of adequate capacity to deal with 1 DWF average flow. The chlorine contact tank should be 30 min capacity, during average flow to achieve 99.99% coliform reduction. Chlorine dose shall be maintained as per standard provisions, including designing, providing and constructing water supply provision for chlorination including providing dewatering and bypass arrangement, jointing to final effluent mains and outlet weir, etc. complete. The effluent quality should match with the standards laid down by Maharashtra Water Pollution Control Board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.



236


6. Chlorinator and Chlorinator Room / Tonner Room

Designing, providing and constructing chlorinators vacuum type 2 Nos. with auto switchover facility and having capacity for dosage of adequate chlorine to ensure 99.99% coliform reduction as per obligatory provisions and detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinator equipment shall include cost of chlorine cylinders / tonner piping, valves, measuring and controlling equipments, safety devices, lifting equipments, etc. complete as per IS-10553 (Part II) 1982. The tonner room should have minimum 3 MT capacity hoist for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage space as directed in the design specification and as per Gas Laws 1981 and Factory Act shall be provided. All other matching amenities shall be provided. 5 MT gantry rail shall be provided for full length of tonner room at 6 m height from level of tonner room, with outlet chamber and treated effluent outlet channel, etc. complete as per detailed specification.

7. Sludge Sump

Designing, providing and constructing of sludge sump and pump house of appropriate size with pumps, ceiling height minimum 6 m over sump for discharging sludge to centrifuge using CI pipe, etc. complete as per detailed specification.

8. Sludge Centrifuge Platform with Centrifuges

Designing, providing, constructing and installing including foundation etc., sludge centrifuge to handle the sludge flow of 1 day in 20 hours per unit with sludge dewatering unit, drain etc. complete as per specification. Sludge centrifuges with the necessary arrangement, as per detailed specification mentioned in tender and obligatory provisions to be provided with satisfactory functioning.




237

9. OutfaIl Sewer

Designing, providing and constructing appropriate outfall sewer of RCC NP2 pipe, to discharge treated effluent from outlet chamber after chlorination tank to the local nallah at the point shown on the drawing including necessary chamber for inspection and cleaning including necessary excavation, dewatering, refilling, concrete encasing / bedding concrete steps to reach the nallah bed level, pitching and energy dissipation chamber in nallah portion, etc. complete upto 50 m length RCC NP2 pipe line and including all above items.

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

Providing, laying and jointing pipes other than those already included in the above items for interconnection, bypass drains, etc. of all units including adequate number of manhole chambers. The item includes excavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The items includes required channels with gates for interconnection of units, bypass drains, etc. for all units as directed, etc complete as per detailed specifications.

11. Administrative Building cum Laboratory (G+1)

Designing, providing and constructing administrative building, office cum laboratory including stores. This shall be a building having appropriate carpet area at ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M-200 framed structure BB masonry (IInd class in C.M. 1:6), 20 mm cement plaster in CM 1:3 inside and outside painting. Aluminium door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures, fastening, electrification arrangement, water supply arrangement, etc. complete.



238


The building will have laboratory on upper floor of administrative building and should be so centralized that it should not be attached with any unit but should have complete control of every unit as per laboratory equipment, beautification, telephone and intercom arrangement and wireless system.

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 below ground level.

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

d OPC has been considered for costing purposes.

e All civil items, electrical, piping, valves, pumps, motors, blowers, etc. are considered as per MJP Schedule of Rates.




239

f I.Nos.1, 2 include sludge drying beds instead of sludge centrifuge and DWPE dosing system.

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

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



SECTION - K : (I) RCC GSRs AND SUMPS

241

1 Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.

Notes

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

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

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

4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.

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



242


6) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.

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

8) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.

9) Cost of pump house is not included in these rates.

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

11) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps.

Rates for RCC GSRs and Sumps 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 upto 50,000 litres

Lit 7.13 2.85



Lit 5.94 2.38


7) Add for capacity above 75,000 upto 1,00,000 litres

Lit 5.35 2.14

8) Cost of 1,00,000 litres capacity Job 7675500.00 307000.00




243

9) Add for capacity above 1,00,000 upto 1,50,000 litres

Lit 4.59 1.84



Lit 4.75 1.90



Lit 4.16 1.66



Lit 3.56 1.42



Lit 2.97 1.19



Lit 2.38 0.95


21) Add for capacity above 15,00,000 litres Lit 1.78 0.71

Note : 10% shall be added over the cost of GSR for sump where overhead pump house is proposed.



SECTION - K : (II) RCC ESRs

245

1 Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.

Notes

1) The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)

2) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.



246


3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.

4) The entire structure shall be in M-300 mix only.

5) Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.

6) Irrespective of the type of foundation proposed in the design, one set of bracing 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 staircase for E.S.R. above 2 lakh litres capacity.

8) Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.

9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of 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 strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.

11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.




247

12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.

13) For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.

15) The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.

16) The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below :

12 to 16 M staging - 2% per metre

16 to 20 M staging - 3% per metre



248


20 M and above - 4% per metre

For 17 M staging height, percentage calculation will be like below :

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

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

For 21 M staging height, percentage calculation will be like below :

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

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

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

17) Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).

Notes

1) Conditions from Sr. No. 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R.

2) Conditions from Sr. No. 12 to 17 are for estimation purpose only and shall not appear 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 upto 1,00,000 litres

Lit 8.64 3.46



Lit 7.23 2.89





249


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



Lit 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 --- ---

250


Seismic Zone Map



SECTION - K : (III) ANCILLARY ITEMS FOR RESERVOIRS

251

1 Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes.

i) For tape of 10 M length No 10639.00 1903.00

ii) Rebate/ extra rate per metre length or part thereof over and above initial length of 10 M.

Mtr. 258.00 8.00

2 Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia upper terminal 1.5 M long with a knob at the end with a conical spike at top, aluminium tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes.

i) For tape of 10 M length No 9331.00 1190.00

ii) Rebate/ extra rate per metre length or part thereof over and above initial length of 10 M.

Mtr. 112.00 4.00

3 Providing, hoisting and fixing in position inverted 'J' type 100 mm dia C.I. cowl type ventilators with mosquitoproof aluminium mesh at top in including applying 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



252


4 Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete.

i) 90 x 60 cm size and weight 35 kg. No 2311.00 243.00

ii) Rate on weight basis for any size and type of frame and cover.

Kg 66.00 7.00

5 Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

RMT 1350.00 230.00

6 Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.

i) For new surfaces - Two coats Sqm 543.00 315.00

ii) For old surfaces - Two coats Sqm 596.00 391.00

7 Providing and constructing RCC spiral staircase in M-150 mix concrete at site of work and consisting of central vertical column of 400 mm dia and steps in RCC M-150, tie members at each brace level, RCC parapet wall 80 cm high including cost of all labour and material involved, cost of scaffolding, centering, shuttering, curing, finishing in CM 1:3 proportion including RCC M-150 footing foundation, its excavation, refilling and cleaning the site, etc. complete as per type design, with 3 coats of cement paint.

RMT 6415.00 395.00




253

8 Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15 x 15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge and providing and applying in 3 coats of oil paint to wooden or steel frame and cement paint to concrete structure, etc. complete as directed by Engineer-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 water level indicator for RCC ESR and wash water tank site as per instructions of Engineer-in-charge at ground level of the tank or nearing pump house or room for RCC ESR having 15 mtrs. stage height and 5 mtrs. water storage height with indication of water height in storage tank in metre and 1/10th of metre including providing and installing 15 mm dia class 'B' G.I. piping with necessary accessories from bottom of the tank upto the instrument as per instructions of Engineer-in-charge.

No 17496.00 --

For extra stage height over 15 mtrs. or part thereof and water depth over 5 mtrs. or part thereof for Item No. 9.

Mtr. 933.00 --



254


10 Providing, erecting, installing and commissioning Barometric leg chlorination system for water treatment plant upto 5 MLD capacity as per manufacturer's specification with all required materials viz. 15 kg. pressure yellow PVC pipe, specially prepared chamber, mixing chamber, scrubber unit, gas pressure flexible pipe, brass nozzle nipple, electronic alarm unit, PPM dose, indicator of 25 mm dia, 4 mm thick glass tube borosil, gas unit opening spanner 3 hole type, instruction board, aluminium pipe upto sump (max. length 15 M) including civil works wherever required for above materials, fittings, including satisfactory test and trial at work site, etc. complete. (Item do not include construction of chlorine gas room of 3.0 x 3.0 M or adequate size) as per drawing attached.

i) For 5.0 Mld capacity No 116640.00 --

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

Mld 4082.00 --

11 Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 300 mm wide and 3 mm thick, copper float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc. complete.

No 8154.00 1738.00

12 Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 150 mm wide and 3 mm thick, copper float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc. complete.

No 4944.00 1738.00



SECTION - L : CHAMBERS, MANHOLES & DRAINAGE DROPS

255

1 Valve Chamber with Precast RCC Covers

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.

A As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab cover.

No 4680.00 1109.00

a) Add for every increase in depth of 30 cm or part thereof

30 cm depth

1017.00 270.00

B As above of 90 x 45 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.

No 6924.00 1662.00


30 cm depth

1212.00 323.00

C As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.

No 7528.00 1831.00


30 cm depth

1314.00 354.00

D As above of 90 x 90 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.

No 9012.00 2193.00


30 cm depth

1518.00 415.00

E As above of 90 cm internal dia. size and depth upto 1.2 M with precast R.C.C slab cover.

No 6829.00 1682.00


30 cm depth

1179.00 322.00

F As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover.

No 12071.00 2943.00


30 cm depth

1928.00 537.00

G As above of 1.5 x 1.5 M internal size and depth upto 1.5 M with precast R.C.C slab cover.

No 17668.00 4417.00


30 cm depth

2379.00 676.00



256


2 Valve chamber with cast iron manhole frame and covers

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge.


A As above of 60 x 45 cm internal size and depth upto 0.9 M with 60 x 45 cm size CI manhole frame and cover of 40 kg.

No 7035.00 1177.00


30 cm depth

1017.00 270.00

B As above of 90 x 45 cm internal size and depth upto 1.2 M with 90 x 45 cm size CI manhole frame and cover of 40 kg.

No 9120.00 1699.00


30 cm depth

1213.00 323.00

C As above of 90 x 60 cm internal size and depth upto 1.2 M with 90 x 60 cm size CI manhole frame and cover of 50 kg.

No 10376.00 1883.00


30 cm depth

1314.00 354.00

D As above of 90 x 90 cm internal size and depth upto 1.2 M with 53 cm dia CI manhole frame and cover of 90 kg. fixed in RCC slab.

No 14220.00 2342.00


30 cm depth

1518.00 415.00

E As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with 53 cm dia CI manhole frame and cover of 90 kg. fixed in RCC slab.

No 16739.00 2971.00


30 cm depth

1932.00 538.00




257

F As above of 1.5 x 1.5 M internal size and depth upto 1.5 M with 53 cm dia CI manhole frame and cover of 90 kg. fixed in RCC slab.

No 21798.00 4318.00


30 cm depth

2379.00 676.00

3 Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers)

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.


A As above of 60 x 45 cm internal size and depth upto 0.9 M with S.F.R.C. frame and cover.

No 6864.00 1636.00


30 cm depth

1017.00 242.00

B As above of 90 x 45 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover.

No 9753.00 2325.00


30 cm depth

1213.00 288.00

C As above of 90 x 60 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover.

No 10734.00 2558.00


30 cm depth

1314.00 313.00

D As above of 90 x 90 cm internal size and depth upto 1.2 M with S.F.R.C. frame and cover.

No 12340.00 2943.00


30 cm depth

1517.00 362.00

E As above of 1.2 x 1.2 M internal size and 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 cm depth

1927.00 459.00



258


F As above of 1.5 x 1.5 M internal size and depth upto 1.2 M with S.F.R.C. frame and cover of size 540 mm dia. fixed in RCC slab.

No 20452.00 4875.00


30 cm depth

2163.00 567.00

4 Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.

a) For single ball air valve No 2149.00 512.00

b) For double ball air valve No 2425.00 577.00

5 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.

a) 100 mm x 225 mm (20 kg) No 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 with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer-in-charge.

No 19561.00 4662.00

a) Rebate for every decrease in depth of 50 cm or part thereof

50 cm depth

2766.00 599.00




259

7 Providing and constructing on sewer, B.B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer-in-charge.

No 55787.00 1419.00


50 cm depth

5718.00 1364.00

8 Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 9.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for depth of 2 M and 45 cm thick brick work for remaining depth upto 9 M in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer-in-charge.

No 120090.00 28630.00


50 cm depth

7194.00 1715.00



260


9 Providing and constructing B.B. masonry circular manhole without conical shape excluding excavation, RCC 1:2:4 proportion, 20 cm bedding brick masonry in CM 1:4 proportion, 23 cm thick for 2 M depth from top 35 cm thick for 2 M below it and 45 cm thick for balance depth, RCC slab at top and at 2 M depth from top for supporting brick masonry above it, plastering with smooth finish in CM 1:2 proportion, C.C. 1:2:4 finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., providing and fixing S.F.R.C. frame and cover of 56 cm dia. at top including cost of all materials and labour, etc. complete.

A 1.00 M dia. x 2 M depth No 26040.00 6208.00


50 cm depth

4385.00 1045.00

B 1.00 M dia. x 3 M depth No 34368.00 8194.00


50 cm depth

6060.00 1446.00

C 1.00 M dia. x 4.5 M depth No 55067.00 13128.00


50 cm depth

6405.00 1527.00

D 1.50 M dia. x 2 M depth No 37762.00 9003.00


50 cm depth

4953.00 1180.00

E 1.50 M dia. x 3 M depth No 54848.00 13076.00


50 cm depth

6767.00 1613.00

F 1.50 M dia. x 4.5 M depth No 72277.00 17233.00


50 cm depth

8319.00 1984.00




261

10 Drainage Drops

Providing 150 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber.

No 1869.00 446.00

a) Extra for every 0.5 M depth beyond initial depth of 0.60 M.

50 cm depth

721.00 173.00

11 As above but for 200 mm dia pipes and depth 0.60 M

No 2406.00 574.00


50 cm depth

768.00 184.00


No 2883.00 687.00


50 cm depth

780.00 187.00


No 3501.00 835.00


50 cm depth

896.00 214.00


No 4924.00 1175.00


50 cm depth

1102.00 263.00


No 5486.00 1308.00


50 cm depth

1217.00 289.00


No 6313.00 1506.00


50 cm depth

1401.00 334.00



262


17 Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity).

a) 540 mm dia No 2633.00 629.00

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 sewer trap 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 and labour, 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. soil ventilators / slotted as necessary and as directed 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 or downtake pipe with all required fittings, taking hole, etc. complete (as per manufacturer'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




263

23 Providing and fixing Cast Iron soil pipe of 1.8 M length including taking out holes and all required fittings, etc. complete.

S/S

a) 80 mm No 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 in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.

Cum 499.00 12.00

Note : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam.

This foot note shall appear in tender condition.

(Type section is shown on last page of type design section of CSR).

2 Providing and fabricating at work shop, carting to site of work, including transport, loading, unloading, hoisting, lowering and setting out at actual site of well, sinking M.S. plate cutting edge for R.C.C. well curb consisting of 350 mm M.S. plate, 10 mm thick, champhering at bottom. Cutting edge should be provided in pieces not less than 2 M in length. Each joint should be plain from outside and jointed by gusset plate 400 x 200 x 12 mm thick M.S. plate with 12 nos. of 20 mm dia. crushank headed bolts (gusset plates from inside) with unequal angle of 90 x 60 x 10 mm should be welded from top of chamfered portion at 14 mm from bottom so that 15 mm side should be in contact with cutting edge with overlap of 300 mm joints. 16 mm dia bar should be welded

Kg 82.00 13.00



266


to M.S. plate 200 mm below the top surface and length should be 1.8 M above plate with a bend 300 mm from plate surface including 3 coats of anti-corrosive paint as directed by Engineer-in-charge.

3 Providing and filling puddle (selected good impervious clay) in Kolhapur type weirs in proper layers of 15 cm including watering, ramming and compaction, etc. complete with all leads and lifts.

Cum 195.00 98.00

4 Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.

Cum 726.00 194.00

5 Providing and fixing 80 mm dia A.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete.

RMT 162.00 3.00

6 Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-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 standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete.

a) 450 mm dia RMT 3623.00

b) 600 mm dia RMT 5619.00

8 Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge.

a) 450 mm dia RMT 178.00

b) 600 mm dia RMT 238.00




267

9 Lowering, laying and jointing CI 'B' class connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts, etc. complete.

i) 300 mm dia RMT 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 placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge.

a) 40 mm gauge pebbles Cum 1129.00 237.00

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. bar step with proper anchorage, etc. and providing and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

No 258.00 67.00

12 Providing and fixing M.S. sluice gates in position as per detailed drawings and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Kg 91.00 35.00



268


13 Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc. complete as directed by Engineer-in-charge.

Kg 75.00 --

14 Providing and fixing in position 80 mm dia. x 1.5 M deep G.I. pipe anchorage below invert of pipeline for nalla or river crossings where soft materials or sand is anticipated for considerable depth including hammering the pipe upto 1.5 M depth below invert of pipe, removing sand/ loose materials in the pipe with small and long spoons, providing and fixing 16 mm dia x 1.75 M clear length M.S. hook for holding the pipeline in position, through G.I. pipe already hammered and cleared, pouring cement grout through this pipe upto top of pipe to form a cement bulb at bottom of pipe and to hold M.S. hook tight in the pipe including cost of all material and labour involved but excluding cost of excavation on pipeline for its exposure upto invert, as per type design.

Anchor Pipe

Deleted

Note : This type of pipe anchorage shall be provided at 30 M centre to centre on alternate side of pipeline for full width of nalla or river.

15 Providing and spreading around the well 1 mm thick polyethylene sheet complete as directed by Engineer-in-charge.

Sqm 23.00 --

16 Dewatering charges for estimation purpose for head works in river basin or dam :

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




269

1) The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed.

2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation, break-up shall be as under:

25% for last 1 M depth.

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

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

15% for the rest of depth from water table level.

3) The provisions made for dewatering in the tender being on lumpsum basis, the same shall have to be reduced / increased proportionately as the length of approach channel, connecting main or approach bridge reduces / increases during actual execution.

Condition Nos. (1) & (2) shall appear in tender conditions.

17 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.

The test shall be carried out as per Tech. Circular No. 2597 & 2011-97 and shall be carried out for 7 days.

i) Lps more than 25,000 Day 3231.00 1758.00

ii) Lps less than 25,000 Day 3214.00 2148.00

18 Sleep form shuttering Sqm. 3078.00 --



SECTION - N : TRIAL RUN

271

1 Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.

Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.

a) For single village (Three Months) Job 48752.00 --

b) For regional scheme upto 3 villages with raw water pumping, one treatment plant with pumps, raw water pumping main, leading main, ESR, BPT and distribution system, etc. (For six months)

Job 201115.00 --

c) For regional scheme upto 3 villages with raw water pumping with pumps, raw water pumping main, leading main, ESR, BPT and distribution system, etc. (For six months) without WTP

Job 130081.00 --

d) For regional scheme more than 3 villages trial period shall be one year with raw water pumping, one treatment plant with pumps, raw water pumping main, leading main, ESR, BPT and distribution system, etc. (For one year)

Job 407997.00 --

e) For regional scheme more than 3 villages trial period shall be one year with raw water pumping with pumps, raw water pumping main, leading main, ESR, BPT and distribution system, etc. (For one year) without WTP

Job 264105.00 --

f) Add for every additional villages or part thereof

Mth. 5996.00 --

g) Add for every additional pumping station

Mth. 9867.00 --

SECTION - O : TYPE DESIGNS

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government of maharashtra undertaking

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