Gujarat Water Supply & Sewerage BoardGandhiangar-382 010

SCHEDULE OF RATES 2014.15INDEX

Section Description Page No.Water Supply Section

A Material Section 1-35a Labour 36-42

C RCC ESR, GSR, HGLR, UlG, PartialU/G Sump 43-53

D Water Treatment Plant 54-64E Miscellaneous Completed ltems 65-67F Wells & Gallery 68-7 2G Maintenance & Repairs 7 3-82

Urban Drainage SectionA Sewage treatment Plant 83-111B Chambers & Manhole ltems 112-116C Material 1't7 -134

D Labour 135-145E Miscellaneous Completed ltems 146-147F Maintenance & Repairs 148-157

Mechanical 158

H Electrical -t59-162

Extra Details 163-198

ABBREVIATIONS

C.M. or Cu.M,or cu.m. = Cubic MeterSq.M. or SQM or 5q.m.

= Square Meter

R.Mt. or R.M.=

Running MeterK.M. or Km

= Kllo Meter

No.=

NumberM.T.

= Met.ic Tonne

Qtl. = QuintalDia.

= Diameterm.m,

= Mill Meter

Cm . C.ntl Met.rLit or Lit.

= Llter

KG or Kg.=

KllogramMld or mld

= Million liter per dayA.C.

= Asbestos Cement

R.C.C=

Reinforced Cement Concretec.t

= Cast lron

P.V.C.= Polyvinyl Chloride

H.D.P.E.= High Density Polyethylene

c.M.=

Cement MortarL-M.

= Lime Mo

M.S.= Mild Steel

G.R.P.= Glass Fiber Reinforced Plastic Pipe

B.W-S.C.= 8ar Wrapped Steel Cylindrical

P.S.C.=

Pre Stressed ConcreteG.L.

= Ground Level

s.v.=

Sluice Valve

E.S.R. : Elevated Service ReservoirM.H.

= Manhole

o.D.=

Outer Diametert.D.

= lnner Diameter

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The foregoing note may klndly be seen'

GWssBhadearllerproposeddraft50Rfortheyear2ol+15fornecessaryapprovalasperthe book submitted. Laterthe d.aft SOR was sent by 6WSSB to Dr Absar' A' Kazml' Professor

of civil gn8ineerin& llT-Roorkee for his remarks Now' 6WS58 has propgsed the revised

draft soR(t014_15 ) incorpo.atlng the remark5 of Professor Kazml for necessary aPproval'

GWSSB had constltuted separate committees for clviland mechanlcal works for revlslon ofSOR5. After, the commltlees do the rate an'lysls, th;V make recommnd'tlons to thescreenlng commlttee headed bY CE(Technlcal), whlch ln turn pla'es the recommendatlon tothe Soald ofGWSSB throuSh lhe member'Secretary and the Chalrm.an'

The following observations are made by F0ire6arding the 'evjsed Craft

SOR( draft sOR book

wlth Professor Kalmi's remarks):'

Main SOR of GWSSB (other than Urban Drainage section):

Section A (Materlal Sectlon)'

Item no-7 (water hammer control device)r The proposed 5ORs(2014'15) inmost of the slzes is less than the sORs(201314) However, in few sizes anlncraase of around 10% E proposed. lt 15 sutgested lhat in these csses the ratesshould be kePt at the levelof2ol3'14.

. lteln no-8 {B.ll or 5top valves}r No lncrease has b.een proposed ln the ratesothr than ltem B(3), where an lncrease of 1039% has ben Proiosed lt Issuggested that tha rate of B(3) should be kept atthe levelof 2013'14'

. ltem No-20 (Mlsceflaneous flttln8slr The proposed SORg(2014_15) in most ofthe siues for PrV.c Tee tMoulded), P.V.C Elbow (Moulded), P V Cneduoe(Moulded)is less than the 5oR(2013'14). However, in few sizes anincrease of over 1olo ls proposed lt is su8gested that in these cases the rates

. should be kept at the levelof2013-14'

Sectlon -O (watetTreat$ent Plant) :'

. ltem 5.3lunder Dralnssystem )l' slnce, the rsason5 for proPosed lncrease of88.54 i6rcani h., not baan rplclflad, it l!.utaastaC !o kaap l! attha s'm' l'v'las 2013-14.

\

'usri l{a{.r'{l rr6e t. -qtq,irrrr-zss-.ru.'r r,ri "r.{ '{l ru{ i. qeid.t.

fl/n,SoR- for Urban DrslnaSe sectlonl

'u{i ho{.I.{t nt6q 'L -\trt/lllr-z ig-'tl.cu.'r r4i r'ri '[ 'u'u t. q.gA't.

t{.o?

TNEATMEI{I

-------'---yy-Ar per GPCE Suldellne..nd GPHEEO m'nd'iory

!aram.t.ri. EOO. ?0 ,tm, 55! 30 DPmAs Da, CtHEEo .s8acsted Parr

' ..m. N

f,t ql\,1N

For waste water treatment plants, the SORs for 2014'15 was earlier proposed with GPCBprescribed effluent parameters of BOO & SS of 20 & 30'ppm. Later the SOR with desirablep.r.mat.n .t t!,t.rttd bv cPHEEo, Nw 0.lhl for efflu.nrt ro b. dlrchart.d lnto surfa.ewBtr whlch m.y b. uatd rs ! lourqr ot drlhklnS wat.r h.t Blro brgn proposad, T.ble-1 Iehovrs th.t the lncr.ase ln proposed SOR5 (20r,4-15) for ASP unlts as per GpCB Sutdellnesyarles trom 32 to 5 percent dependlng upgn the slle of the pl.nt, whereas 15 per theCPHEEO suggested parameters the increase rantes from 1OO to 11 percent. Professor Kazmihas su8gested a further increase of 10 to 25 percent on the rates proposed by GWSSB onmodlfled ASP unlB dependlng on the slze baged on hls experlence of other states. But,

. slnce the SOR5 (2014-15) for AsP/Modlfled ASP has been proposed by GWSSB after proper

. deslgn and analysls taklng local factors into consideratlon, li may be accepted wtthout any' increase ruggested by Professor Kazmi.

Looking into the financial implications of accepting stricter norms of dlscharge of effluents,it is suggested that for unlts up to 10 Ml-D, unless the effluenr ls discharged directly intosurrace water, which is used as a source of drinkin8 water, the GPCB nerms may be adopted

i for sTP design and for lar8er unlts above 1O'MID, CPHEEO suggested desirabte designX? paFmete6 may. be adopted.

\ Also, though lhere are norms and procedure followed in revtston of SOR by R&8, GWSSB,\ SSNL and Water Resources/lrrigation Department, there appears to be scope for furtherd streamllning of the procedure and process !o achleve best interest of Govrnmen! /public.

exchequer. A revl6w ofthe sam by a commlttee of exprts 6nd to brlng out suggqsdons for\ lmprovement msy bo deslrable,?qI The revlsed draft sOR (201a-15) p.oposed by GWSSB subject to above rudificdrions is

submitted fornecessary approval of theGovernment.

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Sec A

MATERIAL SECnON :. ASiz. in mm Unit ,t r. lor 2014-15

1 2 I 1 5tem no.c. l. P|PEProviding and supplying lsl mark C. l. S & S spun pipes for following nomin.l bor.diameter with rubber gaske6 of following class and diamgter including ali taxgs, insurance,transportatlon, frelght charges, octrol, inspoctlon charges, loadhg, unloading, conveyancero departmental stores, stacking etc, complere, (lS . 1536 , 1080) R.re tor Cl Pipe basodon Wholos.lo P cs lndex of Pig |ron as 150.80torthe Month of J.nu.ry-2013.(Suitlblo for Tyton loints)N Claaa LA T.3t Pr..aur. t2 Xor.o.cm(l)Wth E.D

1 80 mm RIUT 1038100 1255

3 125 mm 15884 150 18805 200 27 456 250 36981 300 mm 4161I 350 mm 6130I 400 mm 746310 450 mm 904111 500 mm 1012912 600 mm 1415213 700 1875414 750 mm 2100315 800 mm 2351216 900 mm 2865517 1000 mm 34424

(z)trithout E.D.'| 80 RMT 9702 100 mm 11733 '125 14444 150 mm 11575 200 mm 25656 250 mm 34561 300 44558 350 mm 5730I 400 mm 697510 450 mm 8449

::

a

:

:

l

1

:

:

Sec A

Rate for 2014-151 I 4 5fi 500 mm 1002112 600 '1322113 700 1752614 750 mm 1962915 800 2197216 900 2678017 1000 mm 32170

(Bl Class A Test Pressure 8 Korso.cm(llwirh E.D80 mm RMT 1120

2 100 mm 13813 '125 mm 1't324 150 mm 20605 200 mm 29746 250 4024l 300 52148 350 mm 6650

400 mm 815510 450 mm 993111 500 mm 1168812 600 mm 154s013 700 mm 2048814 750 mm 2296215 800 mm 256'16'16 900 3126517 1000 mm 37606

(2)withour E.D,80 RI\47 1046

2 'r 00 fim 129'l125 mm 1618

4 150 19265 2o0 27446 250 37641 300 mm 4412I 350 6215s 400 mm 762210 450 mm 928111 500 1092212 500 mm 1443913 700 mm 1914714 750 z',t460

Item no. U.itI , 3 a15 800 mm 2394016 900 2921811 1000 mm 35144

c) Cla3s B Test PrEssurE 24 Kdsq.cm1) Wirh E.D

80 RMT 12102 100 mm 147 43 125 1865

4 150 mm 22205 200 mm 32216 250 mm 43567 300 mm 56488 350 mm 121

I 400 mm 880510 450 mm 1071411 500 mm 1264712 600 mm 16738':3 700 2213314 750 24911

800 2771416 900 3387517 'I OOO 40641

2l Without E,D1 80 mm RMT 1130

2 100 mm

3 125 mm 17434 150 20165 200 mm 30116 250 40111 300 52148 350 6739

400 a22A10 450 mm 1001211 500 mm 11819

sec A l:

l

:@ flanged pipes for following nominal ltorcaiameteiwitfr rubLeigastets of fottowing class and diameter including all taxes' insurance'

nsportation, freight charges, octroi, inspection charges, loading, unloading' conveyencea"pun-"nt"t

"tJr.., "t"-"ttng .t" complgte 0S ' '1336, 1080) R't' for Cl Pip' br"d

on lllt}olesale Prloe lnd.x ot iig lron .r 150.80 tot the Month ot J'nuttJ'2013'

4

a

R e,or 2014-15

15642

C. I. PIPE ( DOUBLE FLANGE )

Cla3s A Te3i Pressure t

14172

A5

Sec A

to 700 mm 2340014 750 mm 26476

bt Cla&g B T6st Preasuie Kola.l.cm(1)Wrh E.D

1 80 mm RMT 1469100 mm 1812

3 12 mm 22654 150 mm 27335 200 mm 39406 250 mm 53097 300 mm 68378 350 mm 86089 400 mm 1047910 450 mm 't314711 500 mm 1558612 600 mm 2070713 700 mm 2754414 750 mm 31161

(2lwlthout E.D.I 80 mm RMT 13732 100 mm 1694

mm 21174 mm5 200 mm 36826 mm 49627 300 mm 63898 350 mm 80/15I 400 mm 979410 450 mm 1228711 500 mm '1456712 600 mm 1935'l13 700 mm 2574114 750 mm 29122

Sec A

Manufaclurs, Supply & Delivery of Submerged Arc wslded M.S.Pipe oublde coated withbest quality bituminous paint havlng bsvslBd ends plat6 or coil conforming to lS-3589-2001or its latsst rsvlslon/ ammendmont for follotving thlckn$8 outside diametor at GWSSB storeor site aD rvhere ln Gujarat State lncludlng all taxes, lnsurance, transportatlon, frelghtcharges, octrol, inspection chargs, Ioadlng, unloading conveyance to Departmental stores,stacking, contracto/s Overhead charges & profit and labour cess ( l o/o) 6tc. complete. (Rat

MS Pipe basd on the ex. works price of HR Coil.as Rs. 38900.00 per MT (Above 3.15mm to 10 mm) & Rs.39400.00 per MT (Above 10 mm) Dtd.6-3-2013)

:

a

1

a

I1

11

:

:

ItmM. S. PIPEA) Bare

ExclsePlpe dla ln OD ln mm tn mm

6

Sec A

Iton no. Slza ln lnm lJnlt R.t tor 2014.15I 2 3 t 532 1626 11.2 38i|8933 1829 16.0 4333734 2032 16.0 5424435 17.5 6525936 2540 20.o 84756

1[) With Ercise dulv ox.mDtion168.3 4.0 R, M! 1041

2 't 68.3 4.5 11683 219.1 4.5 15304 219.1 6.3 21245 273 4.0 17056 213 5.0 21237 323.9 4.0 20288 323.9 4.5 2278I 323.9 5.6 242110 355.6 4.0 222e11 355.6 5.O 277812 355.6 5.6 31013 406.4 4_O 255114 406.4 5.0 318015 406.4 6.3 399416 451 4.0 2471't7 451 5.0 358t18 457 6.3 449919 508 5.0 398520 508 5.6 445821 508 6.3 500822 608 4.0 3a2823 610 5.8 555224 6',10 6.3 il2125 711 6.3 703526 11'l 71 791927 813 7.1 906628 912 6.0 861329 914 8.0 1148530 1016 8.8 14n4431 1067 8.8 1475532 1117,6 8.8 1s46033 1217.6 8,8 1685534 1219 10.0 t03{835 1318 9.0 18667

ia

:

a

a

8

Size in mm Unlt R.te lor 2014-151 4 536 '1419 9.5 2121737 1422 12.5 28t9538 'r520 'r0.0 2392639 't626 14.2 3662740 't724 12.0 3241741 1829 14.2 4124042 2028 '14.0 4512243 2032 '16.0 5161944 2124 14.0 1736245 2235 17.5 6210146 2540 20_o 8055447 2635 17.5 7330348 3035 1?.5 84505

(B) US opoxy Painting (tq) Micron) & OrS Gunniling (25 mm Thick)0) With Excis duty

PiDe dl. in OD ln mm and lhiclne3s ln mm1 168.3 4.0 R, Mt 1{112 168.3 4.5 '15443 219.1 4.5 20134 219.1 6.3 26355 4.0 22516 213 5.0 27307 323.9 4.0 27148 323.9 4.5 2941I 323_9 5.6 355310 355.6 4.0 298,111 355.6 5.0 358112 355.6 5.6 300413 406.4 4.0 341I14 406.4 5.0 ilor315 406,4 6.3

't02616 457 4.0 3833't7 457 5.0 4577'18 457 6.3 5541

508 5.0 508920 508 5.6 5586

508 6,3 816522 610 5.8 691323 610 6.3 111224 111 6.3 8646

It6m no. Size in mm Untt R.re tor 2ot4.t5t , t

25 711 7.1 95r526 813 7.1 1095721 914 8,0 138132e 1016 8,8 1653929 1067 8.8 17315

1219 10.0 2218831 1422 12.5 32tt332 1626 14.2 1132533 1829 14.2 4652234 2032 16.0 57779

2235 17.5 G914636 2540 20.0 89170

(|D With Ercis. duw ex.motion168.3 4.0 R, Mt 1311

2 168.3 4.5 1,1683 219.',i 4.5 191{4 219.'l 6.3 25065 273 4.0 21786 273 5.0 2s9G7 323.9 4.0 2Aa48 323.9 4.5 2434I 5.6 337t10 355.6 4.0 2A371l 355.6 5.0 338612 355.6 5.6 3713,I3 406.4 4.0 324114 406.4 5.0 387315 406.4 4684Ii) 451 4.0 364411 457 5.0 435218 451 6.3 526919 508 5.0 483920 508 5.6 531221 508 6,3 586322 610 5,8 a123 610 6.3 704824 711 6.3 822225 't11 7.1 gl0626 413 7.1 1012721 914 8.O 130052A 1016 4.8 15731

Item no. Unit Rate lor 2014.15.t 2 1 4 529 1067 8.8 tGs2630 1219 10.0 21368

1422 12.5 3054732 1626 14.2 3g3tt

1829 14.2'M256

34 2032 16.0 5496635 2235 17.5 6578136 2540 20.o 84833

(c) lrs CML (0 mm rhiOrS Gunniting (25

:k upto 700 mm dia & 12 mm thick .bove 700 mm dia) &mm rhick)

0) With Excise dutyPipe dia in OD in mm .nd lhickness in mm

1 406.4 4.0 35092 406.4 5.0 41713 406,4 6.3 50234 457 4.0 39435 451 5.0 46866 457 6.3 55501 508 5.0 52718 508 5_6 sr089 508 6.3 628710 610 5.8 ,oco11 610 6.3 755912 711 6.3 4817'13 711 7.1 374a'14 813 7.1 11234'15 s11 8.0 1398t16 1016 8.8 1688717 1067 8.8 1774118 1219 r 0.0 2:244419 1422 12.5 326(x'?o 1626 't4.2 4188221 1829 142 {715022 2032 16.0 5847623 2235 11.5 6991324 2540 20.0 90041

flD Wirh Ercise dutv exemDtion1 406.4 4.0 33352 406.4 5.0 39653 406.4 6.3 41764 457 4.0 37445 457 5.O 445G6 451 63 5373

11

:

:

Sec A

t0

Sc A

Siz.i ii j'ii:lij j,iiiueiill:ll;:i:.!li;ii iliil|ni-ti&iiilr,. 2ordits::irl;,: t.: I rtt ) t:t , ::a!t:Ii!+:irli!:lt}

7 504 5_O 4955s08 5.6 s127

I 504 6_3 5t7810 610 5.8 87131l 610 6.3 718812 711 6.3 838413 111 t,1 028814 813 7.1 't0685

914 8.0 1330116 1016 8.8 1606111 '1067 8.8 1687318 1219 10.0 2778{19 1422 2.5 3lm820 1626 14.2 3983921 1829 '14.2 il|85022 2032 16.0 s562623 2235 1 7.5 6650'2[ 2540 20.o 85658rDt US B.ro & OrS Gunnitino (25 mm thick)It) Wilh Excise dulv

PiDc dia in OD in rnm lnd rhk|es3ln rnm168.3 1.0 R. Ivtt 1320

2 168.3 4.5 ta53J 219.1 4.5 189!4 219.1 6.3 25175 213 4.0 21336 273 5.0 25127 323.9 4.0 253'I 323.9 4. 2800I 323.9. ll]l

'10 ua1',1 355.6 llai12 355.6 3ro:13 406.4 4. 3tal14 406.4 5.U 38415 406.4 a6gt15 451 36717 457 5.0 al2t

457 6.3 628t508 5.0 480

20 508 .6 530r21 508 .3 588022 510 5.8 6sr023 510 63 ,o3r24 711 6.3 a21e

711 7.1 9t7526 813 7 1(N9S

11

Sec A

l:'fiir' : ,:::: :::::::Pita i;i 2ol4.liii ,,rt ri' :; : )2 t::::..:::t::.,:..: ,.. 3 I ..:...].:.] : 527 914 8.0 131582A 1016 8.8 1596529 1067 8.8 147723 1 19 10.0 21177

1 22 12. 3l3tr2 1 26 14. 404

1829 14.2 4548834 2032 16 5563235 223s 67a8/t36 2510 20 4773GflD Wlth Erclre duw ex.niotlon

1 168.3 1.O R. Mt t25r2 4_5 11e23 2 s. 1.3 ltoo4 2 g-1 235 73 205 213 5.O 2AA27 323.9 4.0 21138 323.9 2663I 323.S 5.6 320910 355.6 4.0 26481'I 355.6 5.0 319812 355.6 5.6 3526

406.4 4.0 302714 406.4 5.O 365615 406.4 447,J16 157 1.O 34001't 457 5.O 411018 451 6.3 502719 508 5.0 4s6g20 504 5.6 504221 508 6.3 550!22 610 5.8 424923 610 6.3 672324 711 6.3 784325 711 7.1 47272A 813 1.1 998'27 914 8.0 125172A 1016 8.8 1518829 1067 8.8 I30 1219 10.0 2,J71e31 1422 12.5 2978832 1626 14.? 38i!1333 1829 '11.2 4427131 2032 16.0 5344035 2235 17 _536 2540 20_o 434

12

Sec A

llirr ni slroiinhm,i iiil;*iiiifi iiiluiiii ilirii iriiil lrrliiiiRlir*iki;i20u'ttI 2 3

(E) US Solv.nl fr.. Llquld Epoxy Lining (400 mlcron) + OrS 3 LPE Co.r.d M, S.PiD. dl.ln OD in mm.nd t ckn.!.ln mm

0) With Exci3e duw1 158.3 ,t.0 'R.Mt t8032 168.3 4.5 ts3a3 219.1 4.5 25224 219 6.3 1712

4.0 2r?16 213 5.0 33r37 323.9 4.O :148'8 323,9 4.5 3750I 323.S 5.6 432010 355.6 4.0 383211 355,6 5.0 a/Og12 35s.6 5.5 {rt013 406.4 4,0 a!8614 406.4 5,0 toa,

406.4 6.3 680816 451 4.0 408'17 451 5.0 56rt18 451 6.3 60i1319 508 5.0 631820 508 5.6 a8t421 508 6.3 730322 610 5.8 839{23 510 6.3 880224 7n 6.3 t0377

711 7.1 t 130626 813 1.1 1291121 s14 8.0 l5m728 1016 8.8 1902529 1067 8.4 1008730 1219 10.0 2545531 1422 12.5 35594

1626 14.2 4530833 1829 14.2 st0t 534 2032 'r6.0 62712

2235 17.5 74642

13

Sec A

iiiiiliiiiliUni[i,iri iiit Rhetidiizo4::i5i.,ii!l!t\r:t::.itlr,t 1 4, )tl:

36 2540 20.o 95410ND Wirh Ercis. durv .xerEDtion

1 168.3 4.O R. Mt 17722 168.3 4.5 18303 219.1 4.5 23e84 219.1 208t

273 4.0 21e!6 273 5.0 32057 323.9 4.0 33128 323.9 4.5 3582I 323.9 5.6 {105

10 355.6 4.0 303011 355.6 5.0 ,118912 355.6 5.6 451313 406.4 4.0 416514 406.4 5.0 479515 406.4 6.3 5605'15 457 4.0 468117 457 5.0 539518 431 6.3 631319 508 5.0 G00220 508 5.6 647521 508 702622 608 4.O 326223 610 5.8 7e7A24 610 6.3 8i15025 711 6_3 98At26 711 7.1 1074521 813 1.1 1229e2A 912 6.0 1224229 914 8,0 1512030 1016 8.8 I t08631 1067 8,8 1800032 1117.6 8.8 19000

1217.6 8.8 2169734 1219 10.0 2a1W35 1318 s.0 2391235 '1419 9.5 26859

14

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ffiti::atiil ::t!;!ti,!t:i:tr::=#E:37 1422 12.5 338ilt

1520 10.0 23e711626 14.2 4t083

40 1724 12.0 3973041 1829 14.2 4850S42 2028 14,0 5318843 2032 16,0 5969344 2124 14.0 ss82545 17.5 ,008546 2540 20.0 grrr5047 2635 17.5 83r7848 3035 17.5 96570

O Group wise .atas of Bar. pipa paa kg &a aa undea. Ratos of slz.s odl. lhan abovamay ba dgrivld from following r.tag :(1) Wilh Excise Duty;-

1Up to 914 mm OD & Upto l0 mm

thickness of Plate/Pipe kg 68

2Above 914 mm OD & Above 10 mm

thickness of Plate/Pipe kg 68

(2) With Erci3o DutY Exemptionl1

Up to 914 mm OD & Upto 10 mmthlckness of Pl8t6/Plp9 k9 64

2 Above 914 mm OD & Above 10 mmthickness of Plate/Plpe k9 65

The m6ss (weight) per mere run of plpes can be wo*ed ou! as under (ret : ls358g : 2001)M-(OD-T)xTx0.0246615M = mass of the pipe kg/meter, OD = outslde of tlbe diamete. ln mm, T - thickness of tutein mm

It m t{o, aG. I. PIPEProvlding and supplying lsl mark G. l. plps wlth Coupllngs of followlng class and dl8metotlncludlng all taxes, insurance, transportauon, frlght charges, ocuol, inspecllon charges,loading, unloading, conveyance to depanrnental slores, stacklng etc. complete. (lS -1239)(Not for well/tube well coloumn plpe)

.) Llght Duly1 15 mm RMT 752 20 1033 141

15

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ilt.:::::::j::i::::iisirc!nr:!!!h: ,,:',. . : Unit i::: iido lor 20l4-tst..

4 32 17840 mm 227

6 50 mm 2817 65 mm 3848 80 mm 4499 100 mm 627b) Modium Duty1 15 Ri,T2 20 1143 25 mm 1634 32 mm 2'115 40 nm 2446 50 mm 3307 55 411

80 mm 535I 100 mm 77310 125 mm 102211 150 mm 1212c) H.avy Duty,l 15 mm RMT 1022 20 132

25 mm 1894 32 mm 2415 40 mm 2876 50 mm 38S7 65 mm 5038 80 mm 616o 100 mm 88710 125 110411 150 mm 1315

liem No. 5P. V, C. Plpo.Provldlng and supplying in standard length lsl mark rlgld unplastlcised PVC plpes suitablefor potable water with rlngflt jolnt lncludlng cost of rlngs, as per lS specificatlon no.4985/1988 lncludlng all local and central taxes, transponation, freight charges, octroi,inspection charges, loading, [rnloading, conveyance to the departmental stores andincludlno cost of iointino meterlal etc, comolete.lllote :

16

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!: 2: :,,::,,:l.On6 coupler / rlng shall be provlded wlth sch full length pipe cost of which ls lncludd lnratos b6low'2. 3% fihree) Dlscounted rate tobe conglds for CouDlr lolntgd Dlp63. Rate f(& Sel.s 1

r PVC Resin .. Rr. 84831.80 (lnclu. of xclse duty @ 12,36% but xclu. o, frolght'ex) Drd. 1.2.2014

A) T..i Pr.ssuE /t Kdrcn2-(l} Wirh Excise Dutv1 63 mm RMT 492 mm 683 90 964 110 mm 138

125 mm 1806 140 mm 2247 160 mm 2928 180 373

200 mm 452'10 22s11 250 696

280 mm 88213 315 mm 1114fllt With Excise Outv oxemDtion Cotificat.

1 63 mm RMT 462 75 643 90 mm 914 'r 10 131

125 mm 1705 140 mm 2127 160 mm 2768 180 mm 353

200 mm 42810 225 mm 54411 250 mm 65912 280 mm 83513 315 1055B) Te

r(.riifiiiiii it:iltl:i::..r::i:tSr,:6jiiiiiffi!i j j.i:: r:'.::,:r, :. :llii;!::rii:::llUnIt,:i::l ftinii: :.

5 125 mm 2626 140 mm 3257 160 418I 180 535

200 66210 225 83211 250 mm 1031

280 '1293315 mm 1640

0n Wlth Ercli. Dutv rxclnDllon C.0flart63 mm RMT 85

2 75 mm 913 90 mm 1314 110 mm 1475 125 mm 2486 140 mm 3087 160 mm 3968 180 507I 200 mm 627

10 225 mm 78811 250 mm 9761? 280 mm '122413 315 mm 1553ct lesr Prassure 8 Kolcmz-0l n tth Excise Dutv

mm RMT 862 75 mm3 90 mm4 '110 2515 125 3346 140 4247 160 552

180 mm 690200 855

10 225 mm 107711 250 134112 280 mm 167713 315 mm 21',t2flD Whh Erclse Duty oxompiion Cotlflc.to

63 mm RMT 812 75 mm 1163 90 mm 163

A

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't8

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4 110 mm 243mm 316

6 140 mm 4017 160 mm 5238 '180 mm 653I 200 mm 809

10 22s mm 10201t 250 mm 127012 2AO mm 1588

315 mm 2000D} Test Prssura l0 Ko/cm'.fl) With Excise Duty1 OJ mm RMT 1052 75 mm 1503 90 mm 2124 110 mm 3195 125 mm 4106 l/O mm 5117 .'60 mm 6898 180 mm 444I 200 mm 104310 225 mm 132211 250 mm 163412 280 mm 204613 315 mm 25790r) Wilh Exclse Duty exemption Cetificata

1 63 mm RMT 992 75 mm 142

90 mm 2014 110 mm 3025 125 mm 3886 't40 mm 4447 't 60 mm 6338 180 mm 79SI 200 mm 987't0 225 mm 125211 250 mm 1547

'12 280 mm '1937't3 315 mm 2442

19

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Itom No.6H.D.P,E. PlposPtovldlng and supplylng in standard longth lsl mark hlgh dBnslty Pol),Bthylene H.D.P,E.Plp.a tultablr tor potabl water a8 per lS lpeolllostlon no. 4984r'1995 lnoludlng lll local.nd oantr.l t0i.l, trsnsportatlon, frolght chrrg.r, octrol, lnapcctlon chreat, lo.dlng,unloadlng, conwyanc to the dpt. storcE stc. comp.

Noto:.(1) Rat for HDPE (PE{00) Pipe based on the rat6 of HDPE Rssin as Rs. 133315.'14 (hclu.of 6xcl8s duty @ 12.36% but exclu. of fright & Sals Tax) Dtd. 'l-2-2014

a) 6.0 Kgrcm2() Wlth Exciso Duty1 50 mm RMT 582 63 mm

75 mm 1294 90 mm 't 81

110 mm 2661)A mm

7 140 mm 4348 160 mm 5649 180 mm 7'1310 200 mm 878

225 mm 1't142 250 mm 1369

240 mm 71714 mm 217315 mm 275416 400 mm 356117 450 mm 450518 500 mm 557019 560 mm 897320 630 mm 882721 7't0 mm 11185

wlth ExcBe Dutv exemotlon Cetlflcrt.mm RMT

2 mm 85mm 122

4 90 mm 17',|'t 10 mm 252

6 125 mm 327140 mm 411160 mm 534180 mm 675

10 200 mm 8311',l 225 mm 105512 250 mm 1296

20

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:""i:,:],]' i ::::Sii{i.irtinrD.ii.:riu]]it ? 3 ---. t- ' l::iii:Ij:!::l:ii::i:.i:::. ]::IJ 280 mm 162614 315 mm 205115 355 mm 2AO116 ,100 337111 4s0 mm 426518 500 mm 527 4'19 560 mm 660220 630 mm 835721 710 mm 10590bl 10.0 Xorcmzfl) Wllh Exciae DutY1 50 mm RMT 872 OJ mm 1393 15 mm 1914 90 mm 2425 110 4176 125 s377 140 6728 160 mm 8779 180 mm 111210 200 137211 225 mm 173112 250 mm 2132

, 13 280 mm 241'l'14 315 mm 3384'15 3s5 mm 430316 400 mm 55751't 450 mm 703318 500 mm 868819 560 mm 1088420 530 mm 1378521 710 mm 17513fl[ h Exci! Dutv oxomDuon Cadtlclta

1 50 mm FIM] 8?2 63 mm 1323 15 mm 1414 90 mm 2675 110 3956 125 mm 5087 140 636I 160 830

180 1053

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rriii Iffififf :i$a::,::::::':i i;:::::: ,:;:::::::,:::iUii-rt ::,'::,, :iii:::Riiilriii, 2Oi 4.1 s:

10 2@ 129911 225 mm 1639'12 250 mm 201913 2AO mm 252s11 315 mm 320415 355 mm 40't 416 400 mm 527817 450 mm 665918 500 mm 822619 560 mm 1030520 630 mm 1305121 710 mm 16581

Itarn no. ,Uuatar hammar conrol devic.Provldlng, supplylng and dellvery of Water Hammer Control Devices for use on verlouspumplng m6ln ol tollowlng class and dlametor lncludlng all taxes. lnsurance, trarcponatlon,frelght char96, octroi, lnspectlon charges, loadlng, unloadlng, conveyance to depaftmentalstorgs, stacklng etc, complete.

A) 2..! rreloclly v.ly.3 wllh bt'p... rr.ngomont upio 300mrn dlr wlth C.l.body (cl.3!.10)100 mm No. 55357125 mm 69893

3 150 mm 818854 2N mm 862805 250 mm 96 300 mm 109555

B) Zaro valocity vllvas uilh bypass errangsmenl upto 30omm dla wlth C.l.bodv (c1.33-15)100 mfi No. 59508

2 125 444113 1SO4 2005 2506 300 mm 117765cl Zaro velocity v.lrr.s !bov. 3qrmm di. whh M,S, body claar.l

350 No. 109578400 mm 121122450 mm 130961

4 500 mm 1314165 600 mm 1958096 700 255446

22

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iliRiiIidizoii.r5 rr:r::I '3 -!':::ii,,:ir':i:'{i: r;:ii : :7 7s0 282988

800 344731900 409734

10 1000 mm 49701011 1100 mm 63321312 1200 mm 16212913 1400 mm '1143193

14 1500 mm 133201615 1600 mm 135865416 1800 mm 1492024

2000 mm 't653640D) Zero volocity valveg above 300mm dia wilh M.S. body (cla3!.15)

1 350 mm No. 1260122 400 mm 1392883 450 1620064 500 mm 1632665 600 mm 2251846 700 mm 2811757 7s0 mm 31',I3288 800 mm 396442

900 47119410 1000 mm 49701011 1100 mm 718013'12 1200 83835813 1400 '12s753414 1500 mm 146520415 1600 mm 1494505'16 1800 mm 154996517 2000 mm 1653640

It rn No. aBlll or alop Valv.sRate for Ball or stop ValvesA)Throadod onds, Mqt.llic to metallio chromo coatsd wedgo PVC solt tlng3

'I 50 mm No. 5212 65 mm 6423 80 mm 10204 100 1451

150 mm 2471B} Threaded .nd5, llietallic to PVC, PVC uodoo PVC s.st fno..1 50 mm No. 521

23

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haiii:iid;: Sir6 in ihrh Unlt Rrte fo.r2014.15,, I 4 5

2 65 mm 7983 80 mm 9214 100 mm 15065 150 2471c) Flanood ond3. Matrlllc lo rletalllc ch,rnoe co.t d wedoe P\lC s.!t rinos1 50 14512 65 mm 15963 80 mm 20464 100 mm 26155 150 mm 3587

Item o.0C. l. Firr lflrdrairis : Double Vahraa tvDe undeEround.

No. 1250lletrr ]fo. 10C.l. anholo Frlmo & Cot or

All wDo Ka. 65lrrm 1lo. l'lStoo vahDa , cacka

r) hdlnc & llxinq qun rnolll ctack or non ratum tull.rrt whaol galva1 15 mm No. 3092 20 361

25 5124 40 6545 50 920bl Provldlno & lhino baaar acras down aloD tro1 15 mm No. 176

20 nm 19625 mm 231

c) C. l. Slop cock or Duih button turr selt clollno tro a! Dor lS lrll1 mm No. 196

2 20 mm 196Item t{o. 12c.t.D. JotitTsllanufaeure, supply end deltuery of cast lron DetachableJolnts (Short & long) complete withiolnt flanges duly drllled, synthetlc rubber segllng rlngs manufactured trom 3tyrene butadlnerubber (SBR) and other requhed accessorios such as nut, bolts etc, conformlng to lSspecification 8794-1988 or lts latest revislon lf ny sultable for use wlth A.C. Pressure plpes.Delivery of joints lncludlng lts accessorles lncludlng loading, unloadlng, carting, stacklng.insurance, all taxes, octroletc. complete,

A) Shon CoI.rwlth lsl M.rka) Cless.5,l01 80 No- 221

24

liatii:iioi ' ")llo.m||m,. .':. '' ,,klllrr.qrjtryruI,)l*.: j, jr:,: ;ili:niiiiiir?slt; 15:,:: ;ii:: i.:::t .i.,iiri:::,ir:LtrtI iirl

2 100 mm 2183 125 mm 3514 '150 mm 4485 200 mm 6696 250 mm7 300 mm 1071I 350 mm 1'121I 400 mm 2023'to 450 mm 243111 500 mm 357112 600 mm 5415b) C1.... 151 80 mm 2212 100 mm 2783 125 mm 3514 150 mm 460

200 mm 65S6 250 mm 8921 300 mm 1 1008 350 mm 1835I 400 210910 450 mm 255111 500 mm 380412 600 mm 5655B) Shon Collerwirhout lsl M.rka) C1....5,101 80 mm No. 212

100 mm 2163 125 mm 3464 150 mm 439

200 mm 6406 250 mm 8047 300 mm 1005I 350 mm 1688

400 mm 195910 450 mm 23161',1 500 mm 3453

600 mm 5301700 mm 76t1

b) C1.33.151 80 2182 100 274

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riiffil :i!r;i;ii ;it;Unirlrsnlitifi+ rrri:!,fi rs:ii

3 125 mm 3514 150 mm 1725 200 mm5 250 857 300 mm 1062I 350 mm 1745I 400 2047

10 450 mm 238511 500 mm 362'l12 600 mm 565513 700 mlll 7qqc) Lono Coll.. uithout lsl it.rk(.1 Ch.s- 5,10

1 80 mm No. 2422 '100 3503 125 4674 '150 6465 200 10826 2s0 140:7 300 mm 1763

350 25009 400 mm 2980

'10 450 mm 3580'l'l 500 mm 552612 600 mm 768413 700 mm 't12646t C1.s3.15

1 ao mm 2822 100 3503 125 mm 4674 150 mm 6715 2oo mm 11'126 250 mm 14687 300 mm 18288 350 mm 2500I 400 mm 2980'10 450 mm 358011 500 mm 57',]012 600 mm '181413 700 mm 11264DI Shon Coller Over siz. without lsl M,tkLl C1.3s.5.10

1 80 mm No. 2032 100 mm 244

.26

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Item no, Size in mm Rate for 2014-i51 2 3 43 125 mm4 150 mm 403

200 mm OUJb 250 mm 7867 300 mm 9618 350 mm 16219 400 mm 1940

'10 450 mm't1 500 mm 3460't2 600 mm 519013 700 mm 7841(b) ClaaE- 15

,| 80 mm 2042 '100 mm 247

125 mm 3264 1s0 mm 411

200 mm 6036 250 mm 8227 300 mm 9798 350 mm 17409 400 mm 1970

'10 450 mm 247611 500 mm 368712 600 mm 5428

700 mm 7895E) Lono Collar Over alzs wlthout lsl Marklal Glaaa.5.lO

1 80 mm No. 2972 100 mm 357

125 mm 5564 150 mm 6665 200 mm 1 1306 250 mm 14{i07 300 mm 20718 350 mm 2644I 400 mm 349910 450 mm 385911 500 mm 507012 600 mm 7224

700 mm 13951(b) Class- 15

'I 80 mm 297

27

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Item no. Unit1 2 32 100 mm 357

125 mm s564 150 mm 666

200 mm 't 1686 250 mm 16467 300 mm 2260I 350 mm 2754

400 mm 365810 450 mm 391511 500 mm 528212 600 mm 749313 700 mm 1395'tF) Lons Collar Over Size Suitablo to PVC/HDPE(a) 6 Ko ,l Cm2

1 90 mm No. 2182 110 mm 2653 140 mm4 160 mm 4335 180 mm 547o 200 mm 6437 250 mm 1000I 315 mm 1452

(b) l0 Kd / cm21 90 mm 2292 110 mm 2813 140 mm 3604 160 mm 4695 '180 mm 5596 200 mm 6737 250 mm 't057

mm 1513Item no. 3MS tron Ladd.rProviding and fixing at site of work M. S. iron ladder with Rly. freight, loading, unloading,cartinq & all taxes etc, como as direclgd includinq oaints 2 coats etc como.

Ko. 72

28

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:*ffi1T:unit '-'- Balo for 2014-15

1 3 5Item no. 14C.l.Soecials olain endedManufacture, supply and delivery of 80 mm to 700 mm dia cast iron plain ended spcialscomplEte as per lS: 553'1-1977 (Part- I to lll) or its latest revision if any, suitable for use withA.C. Pressure pipes manufactured as per lS: 1592-1989 or its latest revision for various diameter and classes. The delivery of specials is to be made to GWSSB store or sites anywhere in Gujarat States including all taxes, loading, carting, unloading, stacking, lnsurance,octroi, inspection charges etc, comp.

Cla8s 5 & l0(a) Alltype of Specials Such as Bsn&, Tees, Roducors etc.1 Uo to 300 mm dia id 65Item no. 15C.l.SDocials flanqe endedManutacture, supply and delivary of 80 mm to 700 mm dia cast imn flange ended spocialscomplot8 as psr lS: 5531-1977 (Part- I to lll) or lts lst8st rovislon If any, suitabl for us3 wlthA.C. Prossur plpes manufacturd es par lS: 1592.1989 or lts lstest rsvision for vlrlou8 dlamstr and cla$es. Ths dsllvory of spoclals ls to be mads to GWSSB stora or 81t68 anywhere ln Gujarat States inoluding all taxes, loadlng, carting, unloading, siaoking, insuranco,octroi, inspection charges etc. comp.

1 80 to 3o0mm dia Kg 652 350 to 650mm dia 653 7OO onwerds 5

Item no. 16M.S.Speclals

a) M. S. Speci8ls plain & socket ends1 Uolo 300 mm. dia. Ko. 682 Above 300 mm. dia. 70bl M. S. Soecials flanoed ondsI Upto 300 mm. dia. Ka. 70

Above 300 mm. dia. 74Item no, 17Supplyr'ng AC coupling with EPDM rubber rings and carting, loading, unloading and alltaxgs etc.

I 80 mm No. 170'100 mm 218't50 mm 314

4 200 mm 481250 mm 570

'6 300 mm 7407 350 mm 9628 400 mm 1236

2S

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llem no: j;##irunfta;ii.:silr*ELii.q. 2!.,rt4l5iij:.:2::::::::::#4 !,!:!il, l- 5/'4.+.e::r ::-1!?

I 450 mm 't40710 500 mm 1665't1 600 mm 2258

llam no, 8Rubbor Rlnqs for AC olDes / CID JolntsManufacturing, Supplying & Delivery of EPDM Rubber Sealing Ring with lsl mark as perType-3 specified in Table-l & ll of lS specirication 5382-1985 and lS 10292-1982 (Partl & Il)or its latest revision of any suitable for use with A.C.Coupler or CID Joints for A.C.PressurePlpe (lS 1592-1989) including all taxes loading, cartlng, unloading and stacking at GWSSBstore any where in Gujarat State includlng insurance, inspection charges, octroi etc.comoleto.For AC P Des

a) "O" Type rinEs1 80 mm No. 272 100 mm 383 125 mm 414 150 mm 47

.5' 200 mm 676 250 mm 797 300 mm 98I JCU mm 133o 400 mm 144

10 450 mm 19011 500 mm 33012 600 mm 42013 700 mm 550bl 'v,. Type ringaI 80 mm No. 352 100 mm 45o 125 mm 504 150 mm 81

200 mm 85o 250 mm 977 300 mm 124I mm torI 400 mm 16910 450 mm 1Sl11 500 mm 42112 600 mm 499

700 mm

30

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s.rii:liilhd:iiilliiiiii I ii irllii,,ilirl rif;ru$Uiiiriuiiillii[]r] .{+nili*i;it2oiil.rr+II,l',2) !:!j:!q+r{nt3!1i|i[,r..ri$9 ffiM.ffif ffi*WrW:ml

E) Suirrbl. tor CID Joints1 80 mm No. 272 100 383 125 414 150 mm 475 200 mm 676 250 mm 797 300 mm 98I 350 mm '133I 400 mm 14410 450 mm 19011 500 mm s3012 600 mm 42013 700 550

ltem no. t0HDPE Storso. T.hksSupplyang Rotationally moulded HDPE storage tank with lsl Mark of approved make incl. alltaxes transportstion octrol etc. complele.

A) Stor.g6 Trnks Wilh lsl ttllrt (uilh ou&id. Bl.ck colour & insido lining)1 100 lit cao. No. 't0032 200 20063 300 3009I 400 4011t 500 5014I 1000 100287 '! 500 15043I 2000 200579 2500 25254t0 3000 3030511 4000 4040612 5000 50508t3 6000 60609l'l 7500 15762t5 10000 102417B} Stor.o. Trnks Withour lsl M. . awith oulside Bl.ck colour & inside lininolI 100 lir cap. No. 1322 200 14633 300 2195

31

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a

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lrtiiiiiijl , slza,mllt r , ,, :lhilr,liiiiiij4 400 32215 500 4026G 1000 80527 'I500 120748 2000 16104I 2500 20313t0 3000 24376tl 4000 3250112 5000 40626l3 6000 4875111 7500 60939t5 10000 80170c) Loft Sroraoe Tank3 Wiih lsl M.rk (wlth outside Bt.ck colour & inslde llnlndI 100 lh cap, No. 10132 200 20273 300 3040a 400 41005 500 51246 1000 10418D) l-oft Sbr.g. Tank. l,lIfthour l$ m.rk (wlth outsld. Bllck colour & llr.l.lI 100 lit cao, No. 8782 200 '11573 300 2635a 400 35145 500 4392G 1000 8930

It.m no. 20Mi3calrnaous frnlnoiProvldlng and supplying at store or site oI work lncl. freigtL loadlng, unloading, slackinginsu. & all taxes etc. comp.

.) P. V. C. Coupl,.r3 0 Kg/6r2 (F.bdc.t d)1 63 mm No. 202 mm 293 90 mm 4A4 110 805 140 mm 1796 160 2547 200 mm 428

32

tiiHiiiiii tor;l;irisH;iiiii:ltiiii-ri,2 ::i,:j.,::r.; i::

b) P. V. C, Couple.s t0 Xgy'cm2 (ltlouldeo1 63 mm No. 302 75 mm 523 004 110 mm 1365 140 2776 160 mm 3641 200 mm 662c) P. V, C, Tail Pieco wirh P, V. C. Fl.ng. 0Sl) H..w duty (Moulded)1 63 No. 1032 mm 1223 90 mm 1544 110 mm 2095 140 mm 39s6 mm 530d) Service Saddle 25 mm (ilould.d) h..w1 63 mm No. 752 mm 943 90 mm 1094 110 mm 1205 140 mm 24s6 160 mm 304e) P. V. C. Te6 (Moulded)1 63x63mm No. 822 75x63mm 1163 75x75mm 1304 90x63mm 1645 90x75mm 1946 90x90mm 2127 110 x 75 mm 2218 110 x 90 mm 307

1 10 xl10 mm10 140 x 140 mm 44411 '160 x 110 mm 56012 160 x 160 mm 622It P. V. C. Elbow (Mouliled)1 63 mm No. 50? a4

33

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Sc A

Kllii*ii:i:rlii::;i:a:i$aehiiliiiii'::rrr,,: ::::::::!:::::.Unn. i:::.hiairii,r:201 4.15i:.,i:::liiiiii: t.

3 90 1414 110 mm 2345 '110 mm 3525 160 mm 4497 200 mm 1025r) P. V. C. R.duc.r llrouldedl1 200 x 160 mrn No. 5892 160 x l40 mm 3343 160 r 11o mm 2454 150 x 90 mm 1995 140 x 110 mm 1656 140 x 90 mm 1487 140 x 75 mm 1486 110 x g0 mm 123I 110 x 75 mm 119

'10 110 x 63 mm 112'11 90x75mm 7212 90x63mm 6813 75x63mm 54h) P- U- C- B.nrl9Oo lFrhria'rallt , o td1 63 mln No. 482 mm 67

90 mm 1244 '110 mm 2155 '140 mm 4796 160 mm 1127 200 mm 471D P.V.C.E nd goo lFrbrlclrldl 8-o ko1 63 mm No. 582 75 903 90 mm ' 1544 110 mm 2155 140 mm 6786 mm 10707 200 mm '1855r! P. V. C. B.nd goo (lrouldedl Llottt1 63 No. 562 15 mm 84

34

Sec A

Itam no. ,',':,:i::,,i:Unit,.:,,,,,,,,,,,I , ,:i::,!:i!!'lili::,irid:i:::ii:::::::::::::

90 mm 1414 'l 10 2345 140 3s26 160 mm 449k) P. V- C. Band OOo aMould.dl H.rw1 mm No. 772 75 mm 114

90 2084 1105 1,10 mm 5296 mm 635

Nota : All lha Rataa in inaLalal aactlon lnoludaa Val, lranaponarion ard *oraga

35

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Sec B

LABOUR-SECION-qRatos:---E6'.ItEm

no-Item no.1-A

- -

,{o li.lnd , eDolvl., . *, o''"

''r',""-'"" """"''"i;i;t;lil; * ii6i ir:r. F6;;iin ;*o n,*n,nn uLowErinq, laying & Jointing in posfion t(inside lining/Epory painting on pto"*i "i-J"i- upon prepared formation

or prepared

i:iliin; il'il##;;,:,::^.*::{,::::r,*f rrorn store to site or work roadins'unloaolna) 14 mm to 7 mm thick

,I

RMT 177.O01 168.3 mm r94.002 193.7 mm

212.OO3 219.7 mm

x2a.oo4 244.5 mm 217.005 273.1 mm 292.00

323.9 mm 3l/t.007 355.6 mm 348.00

406.4 mm 38i[,00, 157 mm 420.000 508 mm 462.0t

11 59 mm 499.0(12 310 mm 534.0(13 660 mm

559.0(14 71'l mm 620.00't5 762 mm

655.0016 8'13 mm

692.0017 864 mm

733.0018 914 mm

768.0019 s65 mm

805.0020 1016 mm

b) Above 7 mm thlckRmt 509.001 559 mm

550.002 610 mm

s89.003 660 mm

629.004 711 mm

682.005 762

723.00tt 813 mm765.00

7 864 mm8t 1.00I 914 mm

965 mm 849.00

10 1016 mm9O/r.00

'11 1067 mm 945.00

12 'l 118 mm 985.00

13 'l t68 mm 1025.00

14 1219 mm t070.00

36

Sec B

Itsmno.

Size Un:t Rates for 2014-15

15 1321 mm ,165.0016 1422 mm 1247.00't7 't524 mm r 329-0018 1624 mm t/t17.001S 1727 mm 1513.0020 1429 mm 't596.0021 2032 mm 't 762.00Item no. l-BL, L & J of iils PiD (with 3 LPE coatlns & with lining or epoxy)Loflering, laying & Jointing with approved Heat Shrink Sleeve in position to conec{ line &level M.S. Pipe with outerside 3 LPE coating & inside solvent free liquid epoxy lining onpedestal or chairs upon prepared formation or prepared bedding in trenches the ralesinclude conveyance from store to site of work loading, unloading, Jointing & hydrotestingetc.complete.a) il mm to 7 mm lhick1 'r68.3 mm RMT 236.002 193.7 mm 26r.003 219.7 mm 288.004 244.5 mm 314.00

273.1 mm 341.006 323.9 mm /O,1.007 3s5.6 mm 437.008 406.4 mm /t87-00o 457 mm 542.0010 508 mm 594.00't1 559 mm 655.00't2 610 mm 7r0.00'13 660 mm 761.0014 711 mm 813.0015 762 mm 881.0016 813 mm 934.00'17 864 mm 989.0018 914 mm r048,00'19 96s mm ,t099.0020 1016 mm I153-00

, Abov3 7 mm thick559 mm Rmt 723.OO

2 610 mm 785.003 660 mm 842.004 711 mm 901.005 762 mm 975.006 813 mm 103'[.007 864 mm '1096.008 914 mm t160.00

37

ASec g

Item

I 965 mm 1220.00'10 1016 mm 127a.OO1'l 1067 -mm t338,0012 1118 mm 1308.00IJ 'I 168 mm 1/t56.0014 1219 mm 1523.0015 1321 mm 1641.0016 1422 mm 1761.0017 1524 mm 1880.0018 1626 mm 2007.0019 1727 mm 2127.0020 1829 mm 2249.0021 2032 mm 2490.00It6m no.2L, L & J of Cl Plps (flangd JoinlProviding and making flanged jolnts to flangd C. l. pip6s of all clsss8s / specials etc,including cost of alljointing materials rubber packing, nut bolts, etc. labour hydraulic tosting6tc. complete.1 80 mm Joint 427,002 100 mm 4C9.003 '123 mm 333.004 150 mm 601.005 200 mm 823.00

250 mm 990.007 300 mm 1202.OOI 350 mm 1417.O0

400 mm t670.0010 450 mm 2095.0011 500 mm 2543.0012 600 mm 3162.00'13 700 mm 3919.0014 750 mm 4629.0015 800 mm 5086.0016 900 mm 5852.0017 1000 mm 6623.00llem no.3E(ra Weldlno ol MS PiDeWolding in all positions with required number runs, for M.S.Pipes internally and/or externallyincluding gauging wherever necessary, flxing appurtenances and other accessories inconnection with pipe laying work as per specification.

Eutt Jolnta : Plate thicl(nss,| 4 mm to 7mm RMT a59.UU2 ebove /mm 413.00

38

: Itemnd- L[il:P fo'zol+:ts

tem no.4Gas Cuttino of MS Pioe / PlatoEGas cutting(Either square cut or V cut) pipos, plates etc. of thickness.1 Up to 5 mm dia RMT 40.00

2Above 5 mm up to 10mm dia 63.00Above 10 mm 81.00

Item no.sL.L& J of G.l.Pios8Loworing, laying and Jolntlng G. l. plpes with G. l. specials of folloMng dlamEters in properposition, grade and alignment as directed by Engineer-in-charge including conw)rance fromstores to site of work, labour, giving hydraulic testing, etc. compleI mm 14.O02 40 mm 16.00

50 mm 19.004 65 mm 21.OO5 80 mm 29.006 100 mm 36.007 125 mm 46.00B 150 mm 5:i.00Item no.6L.L& J of A,C. PiDesLowering, laying and jointing A. C. pipes with A. C. Couplers and C. l. for M. S. specials oIfollowing diameters in propEr positlon, grade and alignment as dlredsd qy Engineer-in-charge including conveyancs from stores lo site of work, labour, giving hydrulic testing etccomp.,| EO mm RMT 35.O02 100 mm 39.00

't25 mm 43.004 150 mm 50.005 200 mm 65.O06 250 mm 49.o07 300 mm 106.00B 350 mm t22.OOI 400 mm t45.0010 450 mm t61.0011 500 mm 206.0012 600 mm zt3.oo

700 mm 374.00It6m no.7Lowering, laying and jointing PVC pipes and specials of following class and diametgrincluding cost of conveyance from stores to site of works including coat of labour, material,except cement solvent, giving satisfactory hydraulic testing as per lSl code.I mm RMT 13.002 75 mm 16.00

90 mm 18.004 110 mm 20.005 125 mm 23.00

140 mm 25.007 160 mm 30.00

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Sec B

39

Sec B

ln all sorts of soil and solt murrumln hard mullum, bouldeB incl. mecadam road.ln sott rock andor masonry in CM or L U or Lirne Conseta.ln hard rock and / or in C, C. 1:2:4 or RCC wlth blasting and chkoling or by

ln bhat rock (Po6andar t!pe)

Excavation for plpe llne trenches lncl. all safety provlslons uslng slte ralls and stackingted stuff rrp to a lead of 90 mis. cleaning the sirc etc, complete for llfts and strata as

.60 mr ro 3.00 mr de

mt to 4.50 mt de

mt to 6.00 mt d6

mr ro 7.50 mr de

40

Sec B

Labour charges for lowering laying. firing, various size of M. 5. gecilon such Eschannel, angles plates etc. complete.

Labour charges for fabricating in position M. S. reinforcement of various dia.lncludlng cuttlng, bendlng, binding with 16 gauge wire, hooking. overlapplngiscrsplng etc, complete for water retaining and water treatment structure and thelrrelated structures. INCL. COSI OF WIRE

1:

I1

:

For evory extra addltlonal depth of 1,5 m or pan thereof be)lond 7.5 m depth

Refllllng the plpellne renches lncl, ramming, waterlng, consolldstlng desposal of surplstuff as dlrected wlthln a radlus of 3 km.

Labour charges for flxlng wooden / steel water level indicator includlng all accssorles and

ng all types of C. l. frame and cover ln C.C, 1r2r4 lncludlng canlng etc. comcost of R. c. c.

Labour charges for lixlng 45 cm wide M. S. ladder made from angl lron or Flats, lnposhlon lncludlng cost ofjor'nting materials etc. complete.

- do - - do - for deformed bars

41

Sec B

lletn rlitlilitlfi $ii,,+t .irt;;,r,

iiiRd.i,lotizol+ tri;Item no.16Cutlino ot DiDeiLabour charges for cutting pipes with the help ol requislte tools and directed.

Plpe thickness uplo 10 mm lO cm. 12.q)2 Pipe thickness upto 11 to 20 mm t5.mI Pipe thlcknsss upto 21 to 30 mm 1r.004 Pipe thickness upto 31 to 40 mm 2:2,&

b) R. C. C. PioerA.C.PiDePipe thickness upto 20 mm 10 cm. 3.00

2 PiDe thickness upto 21 to 30 mm 5.003 Pipe thickness upto 31 to 40 mm 7.004 Pipe thickness upto 41 to 50 mm 9.005 Plpe thickness upto 51 to 60 mm 12.00

Pipe thickness upto 61 to 70 mm 15.00Itenr no.17Er.ctino Pleca3i RCC ChernberLabour charges for errecting precast RCC chamber for waler maln incl caning frcmand flxlng etc. complete (excluding excavation and refilling)

stor

0.60 x 0.60 x 1.0 mt No. 73r,002 0.90 x 0.90 x 1.0 mt 964,00i '1,30 x 1.30 x 1,0 mt 1rrl.00Item no.l8Firind RCC stand Dost with Dlat ormLabour charqes for fixinq RCC precast stand post four taps. s35.00Item no.lgFl na llahlnlno .rra.t rr) Labour chgrge tor flxlng llghtlng conduc.tors lncludlng llxlng copper strlp lncl

sultable Hole fast 6l sultable lntervels lncl fixlng earth electrodes In ch6rcoals andsalt 0.5 Cu. Mt. and welding copper strlp wilh copper Plates etc. complete.

No. 2A58.00b) - do - for coDDer strip every one mt above or below 15 mt,

R. t\rt. s6.00D) Alternatrve on weiqht basis.

Ko. 71.N

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Sec C

S6ctlon: C

ItmNo.

oescriptlon of ltom unltRat$ for 2014

P.C.C (M7.5) I :,{:E tlass concreteProviding and castlng in situ mass cement concrete in 1:4:8proportion using granitg quarEite trap mtal of size 25 mm to40 mm induding consolidation curing etc. complste.

Cu. [r. 3318.00

2 P.C.C. t -10l6veling Cour8.Providing and casling in situ mass cemEnt conorote in gradeM-10 (approx. coresp. to prop. 1:3:6) using granite quartzitetrap metal of size 12 mm to 25 mm incl. consolidation curing

2.1 With Form Work Cu. Ir. 3850.002.2 Without Forms Work Cu. M. 3698.00

3 C.C. (!r.15) Nomln.l mlxProvldlng and castlng ln situ C.C. in g.ade M-15 (porporuonsas per mixde8ign or as per Table I of 15456 2000 in massesby wigh batching ) u6lng granit6, quartzjte tlap m6tal of size6 mm to 20 mm for RCC \/ork, induding scaffoldingcentoring, form wgrk, needlo vibrated consolidation, curingcomp. up to 6 motor depth or holght (oxcluding cost ofrcinforcemont and neat finishing) with oentgdng andshuttering etc. comp, for st uclure lor othEr than watelretiaining.1. Footing (, ithout form ,r.ork) Cu. M. 4498.002 Footing for column or foundation (with form work) Cu. M. 4682.00

4 C.c. M-20 [ominal iilx (wlthout w.p.chemical)

-roviding

and castng in situ c.c. in grade M'20 (porportionsas pe. mixdoslgn ota6 per t.blg of 15456 2000 in massesby,a,Eigh batdring ) using granit6, quartsite trap metal ofElze e-mm to ZO mm tor nCC , ork, Includlng scaffoldlngo6nt6rin9, fomllork, needle vibrated consolldation, curingcomplote up to 6 mgter depth or height (excluding cost ofreintorcement and neat finishing) with contering andshuttering 6tc. complete for structur olhor than \ /aterretaininq.1: Footing (without form work) Cu. M. 4957.00ZI- fatini toicolumn or foundation (with form \,tork) Cu. M. 5200.003 Columns Cu. M. 7156.004. Bracs and Boams/ Ring beanvRing beams Cu. [r. 6475.005. Top flat slab/slab ofvadous thickness Cu. M. 6243.006. Top/root Dom Cu. M. 6799.007. Vertical Wall/Crindrical wall Cu. M. 6535.00

,a

D6crlption of ltem Unlt R.t s for 2014l5

ItemNo.

5 dTlfrlia ttomtnal ttltix (wlth w.p.chemlcallProvidino and cast in=itua.C. in grade M-20 (porportions as9er mixd-esign or as per tableg of 15456 2000 in masses byweigh batching ) using quarEite trp metal of siz6 12 mm lo20 ;m and or 6 mm to 12 mm including scaffolding centeringform u/ork, nedle vibrated consolidation' curing andhydrauiic testing etc. complet (gxcluding cost olr;inforoment) up to 6 meter highvdepth from Av. G L forsll slructures wilh \^ater pDofing compound.'t. Eottom .staO ornoor slab{ith shuttoring Cu. M. 7093.002l---Eottogo(om sl8b or floor llab - wlthout lhutterlng Cu. M. 5685.003. Bottom dom. / toof dome Cu. M, 7300.004. Slant slab/conical ltall or conical shell Cu, M. 7284.005. Beams /Ring beams/Ring girders Cu. M. 7357.00Vertical Wall6. up to'15 cm thick Cu. Mt. 7595.007. Above 15 cm and up to 20 cm Cu. Mt. 7265.00B. Above 20 cm and up to 25 cm Cu. Mt. 7012.009. Above 25 cm Cu. Mt. 6942.0010. Columns Cu. Mt. 8209.00

6 C.C. M-25 Conirolconcrote forwater rotaining structuraa

Providing and cast in 6llu C.C. in grado M-25 proportions ofingrodients as psr mix d6sign by wolgh batchlng uslnggranite, quart t trap motalof size 12mmto20mmandor6mm to 12 mm including scaffolding cantering formu/ork,needle vibrated consolidation, cudng and hydraullc tostingetc. complete (oxcluding cost of reinforcement) up to 6 meterheight /depth Av. G.L.for all ,a/ater retaining structures

Flat botlom rlebmoor sleb/slab with shutterino Cu- M. 7656.002. Flat bottom 3labfloor slab/slgb withoul shuttering Cu. M. 6200.00

oltom dome / Too dom Cu. M. 7474. Slant slab /conic6lv/all or conical ahell CUM 7a57.005 Berms/ rino beams/oirders Cu. M. 794:t O6 u.jlo 15 cm ihick Cu. Mt. a20a o7. Above 15 cm and uo to 20 cm Cu Mt 7452_OO8. Above 20 cm and uD to 25 cm Cu. Mt. 7581.00s Above 25 cm Cu. Mt. 6.010. Columns :u. 8842.00

7 C,C. M.30 Control concrata for watar natrlnlng atructu.aa

Providing and cast in situ C.C. in grado M-30 p.oportions olingredints as per mix design by !,,Bigh batching usinggranite, quartzite trap metal of size 12 mm to 20 mm and or 6mm to 12 mm induding scaffolding centering form!'/oft,needle vibrated consolldation, cudng and hydraulic teslingetc. complete (oxcluding cost of reinforcement) up to 6 metelheight /depth Av. G.L.for all water retaining strucluresI Flat bottom slabmoor slab/slab with shuttorino Cu. M. 7741.002. Fl6t bottom slab/floor slab/slEb without shuttoring Cu. M. 6394.003. Bottom dome / Too dome 7q)2.OO4. Slant sbb /conical \ rall or conical shell Cu. M. 7974.OO

Sec C

41

Sc C

ItgmNo.

D.scriptlon oI ltem t nitRate3 for 2014

5. Beams/ ring beams/girders Cu. M. 8071.00V.rtical Wall6. up to 15 cm thick Cu. Mt. 8349.007. Above 15 crn and up to 20 cm Cu. Mt. 7992.00L Abovo 20 cm and up to 25 cm Cu. Mt. 7730.009. Above25cm, Cu. Mt. 7844.00l0- Columns Cu. Mt. 8953.00

I Extrs for ralslng / low.rlng of C.C.Htra-Ioi raEfig / lowring of C,C. for 6v6ry additlonal 3meter of part thereof in sll RCC items of resorvoirs o. wEterrctainino structurs.(for item 4, 5 , 6and 7) Cu. Mt. 202.OOStel /Rolnforcemnt barasupp-it6cJd-fis, b6"din9, binding and placlng in positlonteel 8r per plen snd ds8ien and E! Per ISS 2502 lncludlngcost of stoel and blnding wiro for regervolBhtructurs onlyincluding lift up to 6 meter height or depth below G.L. for alldiameters

9.1 Figh-';E strenalG6'r6a(EYso)bard cold t'nisteddeformed (CTD) bars confirming to 151786( latest) Fe -41sgrado

tltT s5999.00

E.2 T6=tr6iffift;ffilAtttftated (rMi)bae F6'4'ls sradEfor alldiameters.

MT 60070.00

9.3 6.-c"ffision Esistance=GaieRs) Fe 415 grade for alldiam6t6rs cofirming to relevant I S.

I?lT 64160.00

9_4 6=;6rm6aiiMTtbars conarming to relevant ls Fe - 500grade for all diametors.

MT 64160.00

9.5 Oo+nS steet ,tt artneter Fe 500grado conllrming torolevant LS.

MT 65180.00

Gudn-sTiia steel dinri"s tol5Szr6 - 1962 or lss 432(i)orlatest

MT 53959.00

10 Extra tor rabing St.ol bars

ffiJo=;Eins st;iffifor e"",v additional hoight of 3meters or part ther6of.

MT 445.00

11 F-cc aPral stalrcaaeFd6ZirclrrJidiEil;iEic.sowiG cntral circular in M-20 as perdesion including M.S. rolnforcment, conldng, shtrttering,form- trork acstfolding ,finishing and curlng lncludlngprovlding and fiing baluairs of 2.5 meter (',!ork below G L'ior coluirn and fooling will be paid xtra) for 1m radius and20 cms rise .

Step 973.00

12 Csmont Pla.ter (20 mm lhick)Ai--Cerent plaster m mm thick in C lv1. 1:2 using waterpioofing mmpound of approved quality including finishing6r^

^^6^lata

sq. M. 197.00

6i n;Wthout wat6r proofing compound. sq. M. 190.00

45

It.mNo.

D*crlptlon of ltem UnitRat B for 201,1

13 Epoxy paint to RCCProviding and applying Epoxy paint of approved make toconcrele surface for RCC ESR of GSR or any other structureincluding cleaning the surface by scrapping and air blo,,^rsto lhe satisfaction of Engin6er-in-charge noossary8caffoldlng etc. complete with all leads and t! and givingsatisfactory hydraulic tst for water tightnoss aB per lS codes.

1. For new surfece -

T!t/o coats sq. M. 96.002, For old surfacs

- T$Io coets sq. M. 103.00

14 (a) lr.S. Llddor{Wthout saf.ty caqa)Providing and fixing 50 cm wiOe L,tSLiaaerEOriEEEfrM.S. Flats 10 mm x 75 mm wlth 20 mm dlE st6el bar steps tndouble rows, @ 30 cm C/C. The includo stays of 10 mm x 50mm flats fixed at 3 meter C/C with r,velding anchoring and 3.^.ta -^ri.^Riwa

^rint

R. Mt. 2803.00

{b) Note: For M.S. Laddor{Wth 3rfatv cro.tItem No l4 (a) plur Rs

15 Alumlnlum Pole Ladd.r ( 1.2m to 4.0n,Providing Aluminium pote AOOer mEOEEfr ctrinnet IEJ?mm x 25 mm x 3 mm and step made from non sleepconugated aluminrum pipe 25 mm dia. complete with rubbersshoreg at Iop and bottom available tn Aluminium any heightfirrdl?mtr^/0mt

R, Mt, 1058.00

16 Water Levet tndtcitoi/ Eept6GffiProvidins and fr xtnsr,vaielGGil;AE6-ftffi-i!:)aint6d on TW ptank 25 mm / MS ptate 4 mm thick flo;tevel indicator stiding wtre on standad pul es ind. ne@ssDarangemenl to prevent th6 swinging etc. complte with.^lihEti^h

',^ t^ 5 hr hal^hr

No. 44.0017 lonstructton /ExFinai6il6GGrrovrcrng ano Faxtng u/ater tight construction or explniioilolntE.1. Made of c.t. prain sheet of t6 o iE-if,G-36Gifiid R. Mt, 224.00

JV IIN II Ula wlOE ININ NDOEO HVU, R. Mt. 314.00LllgIIl," dum 9"kd typ" R. Mt, 358.00

18 Coooor Liohtnino limiiiirrovrorng ano flxtng copper trghtning arrestor incl. copperstnp and earthing plate etc. comptele (inct. cost ofexcgvaiionlor earthing plate etc. rale per kgs of copper).

Kg. 851.00

19 CIDF Plpes for ESR / R.servolrrruvrotr'g ano flxng flEngeo steot cylindr reinforcedconcrete or C.|.D.F. / Class A pipes vertica y for R.C.C.t(eservoir incl. providing ctmps at every 3 mt incl. jointingmalorials such as nuls, botts, rubbor pacting, hydrauti;restng and necessary scafiolding elc. complete.

80 mm R. Mt. 2562.00' 100 mm R. MI. 2998.00o 125 mm R. Mt. 3582.00

'150 mm4. R. Mt. 4201.005 ------- :00 mm R. MI. s884.00

I

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Sec C

46

Sec C

a

llemo.

Descrlpuon o, ltem Unit R.re3lor 207415

6. 250 mm R, Mt. 7622.OO7 3OO mm R. [Jir. 9607.008. 350 mm R. Mt, 11824.009. 400 rnm R. Mt. 14260.0010. 450 mm R. MI, 17840.0011. 500 mm R. i/t. 21212.0012. 600 mm R. Mt. 27690.0013. 700 mm R. Mt. 36201.00'14. 750 mm R. ML 41261.00

20 DIDF hi... 16. ESP I Pe..B6irProvlding and flxing flanged D.|.D.F. / Class K-g plpes venically for RCC. ReseNoir incl.providing clamps at every 3 ml incl.joinung maG.ials such as nuts, bol6, rubber packing.hydraulic tesung and necessrry scaffolding etc. complete.

1m mm 2471o02 150 mm 3630 00'l 2OO mm4 250 mm 6179 00t 3OO mm5. 350 mm 9354.0O7 4mmm 11133.00B. 450 mm R irl 13565.00I 500 mm RMI 15289.0010. 600 mm ?121AOO11. 700 mm R lrrr 26C25.m

2',1 M-S. Pie RrilinoProviding an lixing 25 mm x 5.2 mm IrS railing with threehorizontal rows and posts of angle iron of size 65 mm x 65mm x 8 mm RCC 150 mm and 1.15 meier height and placedat 1.85 mt / c/c including painting two coats and anchorage in

Kg. 73.00

22 a-.ffir Prinr 16 ESnApplying any approve quality of cement Paint in three coats

. or. .^n^laia ftr F q Q 6nlvSq. Mt. 62.00

T. Fsistin. FSR lncl. S@roldino Sd. Mt. 77 00

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R.r. R.J' lo. rh. ttrr 20ra- t5

1s^.t,.att1ana ettrertatty) complyi.g Prolisions oa Elevsii lndian stand6rds and @nsrEung RCCseruice Rsruoir ol lhe followinq capacity and helqht, using data of S,A,C of Proposed ste, Seishic

Wind speed Zone,lncludins (1) Conlainer shape any $itable tyPe(d 6s spcined), (2) Stagino @nsisrjng ol1 b.a.e resUe / shafi / c@bin6rion colm.. b.ace resu and sh6rt 6s apP.op.iate(d as spiied) and (3)

round.tio system, This includes excava M i. all lypes or eil st at!(ircluding hard r@r ), castinglrhick P.C C, levelling coers6 in [,1.10 , Rerilling |he pit wilh propq soll and disposing ot rne su,plus slurr withln 5or 50 metqs. (4) This rill also include cm6.t plastd ln CM 1:2 wilh apFoved Mter p.oo{ing conpolnd ro

side lace of cnlainer. {5) All types ot labou & malerial chaes or lo{.rng , l.yng, eredi.g / hoislinq &joinhgot pipe alsembly or lnler, Olnet ovedow,washout snd bye Pass arangement as Pe. hyd,aulic design 6re ircluding(6) P,oviding a;d Axing accsso es(spcified) lik [4S / Gl taddor Cl Manhols trame 6nd covers watr lvelndiotor , lighleninE ;nducro., Gl Pipe rsiling arolnd walk way al,@f level al gallery .nd arolnd landing olinside shalt, adequ;te cod l)?e vntilalors q lantern type wnulato. ldh srainless steeljali, (7) ScoPe of sincludes consruding RCC sPi.al statrcase wilh adequate tie beams ,stair.ase f@iing ,B g. l'4asonry chambe6

v.tilaring shal and vsnlilators as well as d@r in shatr .(8) includi.! providang and applvinglhree coalspainv$o!rcen (ss sPecified) io the whole s&rcl!rc. (g) h also includos 3.tisIacto.y srer righhess le 20 lakh rits two d suirable @mpsnmdls sc.eptabte lo e{18) Agercy sh6rl en9ag6 qualified (at reasl graduate) @sutung engined rd desiqni.a r'e srftl,- and he /(19) 75% pan r.te sh.rl be payabre ror concrele, retnrorcmeni and plsslering ite..

"r colaiiq ,nfl

hydraullc lesting tq Mter righrness is pstdmed 6s pd rnds conditon. Ti[ the rcit shal be lreaiedspeificarions Sr No. 1 to 19 ar6 pan and parcet of render

2(a). Add ror cap8city above 50000 upro looOOO

shall b6 lnc.eased by 2%wlrh covr sllb ro b corurEr.d !l srte srruarcaln :almGEiEIliiii6

2(a). Add ror c6p6city above 5oooo uBo 1OOOOO

.do. 10lacs lpto 15 tacs

7(a). {c 1 5 rs6 upro 50 t&3

sump) with cos slab to b con$ruded ar site siuared in *i$ic rone v, rhe above rates sh.[incresed by 2%DO- Dor.tangular sump wilrrot qrer raOre

51

Sso Cl

a). Add for capaciiy above 50000 'rpio

100000 lite

3.C6t of 100000 litr8

For GSR(U/G 31lmp) wilh cover slab to b6con6ludd at sitg situatd in selgnlc zone V, the

,i6maCr caeadv abov s0000 upto 100000cot of 1 00000 lltors

alfip) wltr ooraa abb to baoonstruotcd st rlto ahugtad ln aolsmlc zona V, lhebo\,3 reiga shll ba lnc,rssod by 2%

ertrtor .lrrhce tor CMI Structua onlyOuidttnor{ungnhu surface tn CM 1:2 havlng thicknes640 mm to 50 mm (Av6.) for toam. b6cs. colurand contal.Fr slab lncl. chisllng and scrapingcoocrBts cleaning the surfacs wilh water and

prcs6ur6 and includng povlding and tixlngposltlon stgl wirBs rquaG m65h ?5 mm x 75 mmpr 15196$1982 3.15 mm WUSq lvtl 1. Kg v

u/6lding wherever nocssary with maincsnent ind, t log blndkE with wiro ird'

cnterlng staging all equlpmnt andmrtoriab;tc. oomplotg lrd. lebo. and tesdng of

Sq. ML

52

Sec Cl

qunnltlne lnt6m.l Su accProddlng tho gunntdm io Mor surfaca of c.rnrn/ masonry / W6ter Tsnk of vaiou3 oapsci(cs a!spec'frd at varloG placs! \Nr'th cemeot mortsr (1 :2)ln thlckness of 40 mm tnduding .fi|.ting ardscraplng loose concrte end plastor Ind. prwldlngand $dng ln polilion 6 lhm dla. mttd stsl barglBlnforcsmcnt al 15 cm c/c bofi $/aya lncludlnehbdcr{ry end oo6t oI blndtrE wlGa Indudlrlecentadng , staglng al] 6qulpmsnb tc. coriplotirdudlng EcafioldlrE , carong of all lypo of materialand equipments to slt of uo* and gtvtng hydraultctestirE up to sadBfacdon oI erEiner tn

- at|aBe .

--or top . bottom of ESRI/ GSMank /ctst6h

Wth vorticalwalls ,columns,braces and shalt up to6m heioht

sc.M455.00

Do- for @lumns ,bracas anO strat stagingtbove Ombeis[ sq.MDo- for RCC co.tt inr hstde) SdM ,r.tx)5 Prc6rure GroullhgProviding prssure Sroutrng st 53 Kg,Sqd hrequirrd rodrgEag fashlon as sp6dfed sl 1.5 minlerval as per slt condidons to stop l6ak6ge3 ftomweter ratalnlng 3tudu.s hdudtrE e.rpply of csmentend herdenlrE ahemlcal, bdnglng 6qulpm6nls likecorhpaBssor and 6ll scaffoldlaE u,orb to g6t smoothfinlshing as directed by engineer tn chaE .0lTo masooarv stuctlrca Bao o.oo

86q s6T--nifi r-^ rr^L- a;-;:;;i::-urntrrlg 4s mm ula. Irot ln masorEry/conqet6Blructuros wlth provtdtng and fixtng SOO mm tong GtPlpolinc for prs.!ur6 glDutllg tndudtng suppty oln6tedel, machtnades and lsbour cost elc. comptele.

RM 486.00

53

^

ia

l^

1^

lal

a

:

Sec D

Section . DUnconvontional ( Non Mochanical ) Water Treatment Plant

Designing (hydraulic, process, structural and aesthetic),cgnstructing and commissioning hlgh rate UnconvontlonalWrter Trertm.ni Plant( l,e. Non Machsnical) consisting of Clvll,Mchanlcal and Electrical component8 of vsrlous sub-works 8sgiven below; including necsssary hydraulic tosting and trjal run fo3 months, etc. completo as dlrected by Englneer'ln'chargo (turn

Areation Fountain/Casecade aeratorMixin-- channet- wlttr vaitury flume/partial flume and flow

RCC H-opper bottom units having slope >45 Deg as pgr hydruand process deslgn with detention period 15 minutes andsurfacloading rato 80OO liters/hour/sq.m and.depth 2.5m uslngPVC FlocModuls @45 deg fabricated from squars tub8 wlthsupporting ananggment and sTube SettlersRCc Hoppe-bottom units havrng-sbpe >45 Deg as per hydrulic

and process design !/ith detention period 40 to 60 minutgs-(asspecifled) and surflce loading rate 6500 liters/hour/sq.m with 3 mdipth using PVc tube settler Modules @60 deg fabricated fromtubes with aupporting arrangement as well as sludge drain pipes

id sand filters.FiCi*usanee;amea strLtcture with infill brick masonry wallsand Rcc filter beds with sand and gravel bedding as

sq.M) piping and valves/gates anangemerljg,Pgl-!99!g!j!9

hydraulic and process design adopting 6000 Liters/hour/sq'mfiiteration rate with 2m watr above sand media with underdrainage systm and inlet, outlet, backwash (rate 600 LPM pe

Chemical houseRcc framed stmctrJre with brick masonry infill walls 'ground floor

and fir8t flour area as pr dsta/specifioetlons shall be provlded'Mlnlmum olar hsad room for door3, pessa96s, gallsrios eto shall

Ei[i7ft;1'/th-;]ifi s, canvrn g,doslns wlth pipi ns@ by.Tcl solution with

E t"m-ai=;a-intental-lea;iicztion as per planning and

@% of designed quantityered water in a day (+) 'l0o/o with 8 to 10 head (as speciliedlash water tank shali be constructed on RCC column/slabs only'

water s with 100% stand

54

ItemNo-

Description of ltem Unlt Ratos'for 201,415

1.13 Air blowers capable of delivering 750 to 833 LPM per sq.M of freeair flow area at 0.35 to 0.4 Kg/sq.M at the under drains (100%standbvl lFor crr)ecitu 6f FP m6rp than 1n l\rl.i\

1.14 Drainage anangements as per plannino and d.sjonAlum store area as per data /specifications

1.'15 Sanitary block with necessary water supply anO Orainageanangements

.

1 .16 lnter Roads as per planning and design of asphalUconc.rete(assoecffied)

1.',17 Rates given b6low are inclusivo ot upiift pressure iiTn!:nO-dewatering during the entire work using any appropriatefechni.rue-

1.'18 Note(1)conditions rrom s@of th tender and must be lncluded ln drafl tnder papers for thelttolk of l,n.onventionel trcalment ntentr(2) The nscessary c@condltion and projct rquiremenE at ths m6 of preparlng DTp's(3) Arr other detaits sharr be-ilE cEfii-iiEri-i-idsoecifications.(4) The fottowing rates affisites falling in zone lV and V rates shall be increased 5olo and g% respectivly(5) The rates includes excavation,extra stuff to lead up to Som

refilling and throwing awa!(o) Hydrautac design critgria approved byshall be referred and itEm descriptionaccordin.rlv

Technical commilteshall be modified

\r, o(uc.urar oesrgn cmena approvedshall be apolicable for desion.

by technical committee

to, l..,eslgn now snarr De specitied in M^3/hour in data sheetconsidering 22 hours WTp run time in a day to treat requjrementwater quantity of a day (i.e 24 hours) of population to be servedwith. design.rate of water supply. No separate overloadingr)r vici^n.h.rl ha L-^\v, rne ro owng rales are tor preliminary or rapid estimate ofWTP

Job

t. rtxeo cost up to and tncluding 1 MLD No 20220004, ^qo ror capac[y aDo\ tMLD up to 2MLD MLD '1517000\.osl or ZMLU lrcatment plant No 3512000

4. Add Ior capacity ab-w7MLD-I!G7M'LD MLD '1335000J. \,osr or zr MLU lr8atment plant No 6129000o. Aoo ror capacfiy aDov6 4 MLD up to 1oMLD MLD '1288000

cost ot r0 MLd tratm;;i;E;i7. No 13832000.roo ror oEptqlty oe]ono loMLD MLD 1 107000

Sec D

55

Sec D

ItemNo.

Unlt Rates lo.201415

2 conv.niional WTPIDescriotion of ltem for turnkev Tender)Deslgning (hydraulic, proc6ss, structural andaesthetic),constructing and commissioning Conventional WaterTrgatment Plant consisting of all Civil, Mechanical and Electricalcomponents of various sub-works as given below includingnecessary hydraulic testing, structural testing, equipment testing,trial run for 3 months, etc. complete as directed by Engineer-in-charge (tum-key job). The design shall confirm to IS/CPHEEO

2.1 Aeration Fountain/Casecade Aerator2.2 Venturv Flume/Partialfl ume

With necessarynow measuring devices/meter consisting olmr.hrni.rUrti.ritrl indi.rtorFlash Mixer

2.9 R pla-;lxln,-de E--daslgn conflrmlng to lS : 7090 ol1g8s.Dstenion tlms 6Gecond, vgloclty gradient 30G400 sec'l,.r.L .66-

^6^r a^i m^r^' a.

D6sc ption of ltam

lnlet, outlet ,wash water inlet -{utlet and all typea and sizes of

All types gauges and mters required foi fiGi opEEtionEad-

Chemicat House in rwo storyesltt,cor wEe--Ei-iIf6d@RCC framed structure with brick masonry inflll walls .ground flooiand first flour area as per data/spcifications shall be prcvided.Minimum clear head room for doors, pessages, galleries etc. shallbe 2.'10 m. lt shall be 2.40 m in cas of Atum dosing tank.Ground floor to accommo0ate so days;ifiEiuiddG;a

Sunirst floor llodate alum and lime tanks

utionMinimum 3 tanks (one tor preparation,-66ii1?-i6lii!-in-Ethi.d as standby), each tank capablE of giving g hours maxt:mumdose without interruption, minimum free OoaiO O.gO M, trays fordissolving, level indicator, mechanical agitation devices, solutionfeed and drain lines, sotution feed device (constant head device,strenglh of solution up to 1oolo only) confirming to lS : 9222 part _

Chemlcal house, taborato@etll|t menfloned hero undar;

Caplcliy of the pl.ntloor

As per calculations-go

nel

n6T Store ( 5.00 mTotal Area of Ground Floor

As per calculations +

Le

StairofF

Sec D

57

Sec D

# Nolo: Sprco tor plpe gallory, platform for valvo op3ratlon stc. ara includod ln flllor houseand hgnco romovad from th6 ar.as ot chgmical houge glvon undor 15 oftho londot.

2.8 Storo Hous lar6a as sDcifiod)Suitable for alum storEg o, three mooths rquirems[ ln monsoon r,tith 10% gxtra..aq.itv l^.

^tha. e' 'h.l^, ..ti^I..2.9 Vacuum fed type Chlorinators

- make to be specifd and approved by GWSSB.

al C^^nhln^ t6 lS ! I O53? -

A pr.t -

,/'lOR?Rlta ol wlthdrewl

TAff6AMTITE T'A'E' CfKo ofChodna Oischaro 06. drv Clllnd6rslt0 4A a7

6.35 9.5020 10.75 16_ 1027 14.50 21-24

1A_70 28.12Chlodnelor oouibment and contalnar r.)6m to c.hfm i6:) lS : 10533 Parr

- 1/1983-J) ,00% standbv shall be orovlded.

2.10 By psss arangements -

C.l. or M.S. plpe6( as speciligd ) of slz6 as per deslgnDGinagg anangements

- RCC pipes up tic plot boundary (as spocified ) diamete.

2.11 Elclric inslallation-Both intemal and oxemd including entire plant area (aE 6pecifod).

2.12 LaboEloru eouiomenlsAe nar ra.rimmant lt. ha.^a^lfia.l .lrrrind ten.la.indl

2.13 Sanltiarv blocks.Carpet area

- I 5 square metr mlnimum up to 25 MLD and 25 squarc metr abov

,< Ml n 1^r qa ah..ifiai\2.14 dmlnlBtretivo block and int.mal mads.

To accommodatg office room, chlodng rcom, labotoly room, pangl bo6rd room,blower room eto. and asphalt aoad to connect all units from main gatE of plot.

215 DewaGnno dunno entiro wotl( usiho anv technioue.Nolaa(1)Condltions from Sr, No. 2 to 2.16 shall from a part and parcle of lhe tendr endmust be lncorporatd in dft tender paprs of conventlonal treatrnent plant8.(2)The ncssary changss should be canied out as pr Site condition and projeclrequiremnts at the time of proparing OTP'S lnlet chamb. can be dpppd whenArator is propossd otherwis it should b6 included.(3) l$rrullc dcllgn crlbrh lpprowd by T.chnlod commltt . lhrll brd.rad md lttm dxcrlptlon ahdl b. modlfl.d roootdlngly(,1) ltruoturd d.rlgn crlt rlr rpprowd by t chnlcd commttt.. .hrll balDlllcrbla tor dallon,(5) O..lgn flow 8hall bo apoclflcd ln ii^ghour In d!t8 ahoot consldorlng 22hourr WTP run Umg ln r day to traat requlromont wltar quanuty ot a daf l.e.24 houra) ot population to l,. aodod with dalgn f.to ot wate, supply. NoaopaJata ow oadlng provlslon ahrll be kept in any tandar clause.(6) All oiher dtails shall be as pr dosign critoria and dtall spcificalions.(7) The rollowing lats are for altes falling in seismlo zone lll lor slt6s falllng lnzon6 lV End V rates shall b inoreasod 5% and 8 o/o re8Dectivelv

58

(8) The rat6s includos oxcavation ,rofilllng and throwing away extaa stuff to

) Tho following ratos are fo. preliminary or rapid estimatg of WTP

oost up to and lncluding upto1MLOAdd for capacity above 1MLD up to 2MLD

3. Cost of 2MLD troatment plant

up to

Co3l ot,{MLD trratrnent plantAdd for capacity above up to

7- of 10MLD tr6atment plant

Add ror capaciv above 1oMLD to 25MLDot 25MLO trBetmeni plant

o.plclty lbova 25MLO lo 50M

12. Add for capaclty above 50MLD to 100MLO

of 100MLD fEafnent plant

14. Add for capacity above iooMLD

{o- wlth V wirs sqn under drainag sy8t6m for filter bd3 wlth fher mediallef sand in plac of conventional undor draln system with gravol supportlng

1. Flxod cost up to and lncluding up to 'l MLDAdd for capaciv ebove 1 MLD up lo 2MLD

ot 2MLD f6atrnont plantAdd for capacity above 2MLD up to 4MLD

5. Cost of4MLD tre6lment plant6. cpaclty above 4MLD up to 10MLO7. ot 1oMLO tr.atment plant

8. capacity abov toMLD to 25MLOCost of 25MLO tatment plant

'to. ior cspaciv above loln9ttm6nt plant

12. ioot |0oMLD tgatnr plant

14. Add for capacity above 1

Slow Srnd FlltorPrcvldlng and erecting slovir sand filt6r lncluding sodlmontaton tankolvll attrotuE lnd plplng .nanoemnt lnd lllLr madla contd unlt stg, cornplb.

Sc D

1061000

5283500

59

Sec D

4 Pr...ur. Fllt.r / Prcklg. WTPDeslgnlng, provldlng, fabrlcatlng prossure filler/ package WTP transportinq to slte,installing, te8tlng and commissioning at slt lncludlng supply and erection ofprossure pump 6el with all electical u/ork etc. complets on6 month trlal run withguarantee for on6 tlear,

Capacily 0.5 Mt O MLD 650000Capadty 1.0 MLD Mt.D 706000Capadty 2.0 MLO MI.D 8't7000

Capadty 3.0 MLD MLD 928000

Capaclty 4.0 MLD MLD 1039000

Cpadv 5.0 MtD MLD '1150000fra.tm.ni Pl.nl, llachanlc!|, El.ctrlcal t l.c.lhn.our ]t m.

5.1 Flll.r L.dl.. t.hd fttt Pr.ld 3.nd Ellt.. F.rlPrcvldlng & Suppllng th. filt r ssnd ot speclied efiectivo slze (0,45 to 0.70 mm)and unlformlty c!flioin( not more lhan 1.7, nor less lhan 1.3) and laylng ov6rgrav6l suppon cpnfirmlng to lS : 84gl (l)

- 77 ln fit66ed of requlred dspth aE per

design and drawing.Up to 250 km from Godhra

Cum 1320

Add beyond 250 km Km 33

5.2PEvidlng & luppllng 9rlv18 ot dlficonl dz. l. pr dalgn and dnwing .nd layineln la)r8 ln frlter bedsI lh t^ ,qn Lm lhh e^ihE

Arm l3zo

Md belond 250 km Km 3:l5.3 lnder Drrlh. SBt.m:

Providing & layng & tixing PVC latorals (plpe8) 6 kgy'sq.cm ot slzc & psrforationsas per the hydraullo dslgn to r818t 10 m Baok wssh water head for fllter bed area

Sq MT 2j200

5.4 Fl68h illxori ApaaturaaProvldlno, hlbllhg & oommbllonlng Flash mlxer lmpgllor wlth moto., geararang6mont & rlct ical cabl9, connoctlons, oontrol panols otc.(slzo a8 paa do6lgn)thp No 250002hp No ,+00003hp No 650005hp No 800007.5hp No 1100001ohp No '12500012.5hp No 170000I.S. Gat Eproddlng ,6bdcdng end frdng,/lmblllng mlld 8tel gEts ot Eize as pr dslgn wiflorating handlo etc.foa by pass arangamantU S G.1.. KG 7A

5.54 C,l. G.tarprovldlng f.brictlng and flxing /insl,alllng C,l. gates of size a6 per deslgn withoeratlng handlE etc.for by pas3 lrrangamant. wlth lsl Mark

60

Sec O

C.l. G!t..

Provldlng, fabricaiing, fixingy'installing/fittng & co.nmlssloilng Cladfer M.Swith chequord plats platform 1 m wldg, Bcrapr3, lloqJlator connc-tions with railsand wfi66ts mlating arrangement incl. perlpheral holly, cenlral bearlng lc.completo slz as pr d6sign.

M.E. Brldg. wlth Floculator & Scrap.rMotor! and Gearboxar: For clarl B dga

moloc of rquiFd RPM md 3 99!r box !!!rmbllr! wlth onsunlt lncludlng wlrlng and lnsblllng slli/lth and conuol pangl a8 p6r roqulrement.

Provldlng, supplying & f)(ing slulco v?lw PN 1.0 lnstoad of filtsr gate lncludlcogt. of valveJspcials/nut bolls/rubber packing / key to operate valves incl.labolr, equlpments, matedals required.'lO0 mn dia

200 mm dia25O mm di6

500 mm d

600 mm dla

Provlding, installing & commissioning Air aglta{on systgm lncluding Blovirers(4oHP), plping and vatuE arrangmonl tc, as per de8lgn FOR ALL BEOS

Stlrror:Alum atir6ra wlth moto(1 HP),

ngomonl & electrical cabl, connctions, contol pan6l8 otc.(size a8 por de6i9n)

Pumplng Machinarioa, lmtalllng & comml$lonlng pump. for tllllng

lrb usa a! per deslgn lncludlng all l6c1dcal csble connoctlon complele cgsldgrlng fitretlon

For wEBh watsr tank

Lo!! ol H..d lndicaior:

Llftlng Devlc6:

$n20t I

A8 Per MedlSOR

61

Sec D

Ite.rll\lo.

De3cription ot ltom R.te3 for 201 415

Providing, installing & commissioning Lifting Device including all electrical cable connectioncomplete:Chain oullev block 3 tonne caoacitv No As Per l\,4ech

SORSuoDrotino MS oirder of liftino device of reouked size RIntTravellino Trollev NoHOT NoEOT No

5.15 W.iohino M.chineProviding Supplying 500 Kg capaclty weighing machine atdestination

No 10000.00

Providing Supplying 2500 Kg capacity weighing machine at No 350,00.005.16 Ch.DiaI n..iha plrmh. ih-l f-hL

Providing and inslalling chemical dosing metering pump model V.12 with PP head and flow of suitable size

No 12500

5.17 El.crrical Liahnind :Providing, installing & commissioning Electrical lnstallation & lighting as per planning &deslgn, Note i doteilestlmates os per GWSSB mechanlcat S.O.R. itemsE) lnternal LS As por R&Bb) External LSc) Cables LSd) Panel Board LS

5.18 Chlorination Plant:Providing, installing & commissioning Chlorination plant as per design capacity with attequipments for pry' or post chlorination.Gravitv feed tvoe chlorinator

5 Ka / hr caDacit,r Set 35000Presure feed tvoe chlorinator with iniector booster etc.comolete

5 Kd / hr caorcih Ser ,7ffi5.19 R.fillind of Chlorir GeG Cvfind.r :

Refilling of Chlorine gas in cylinder including traspon ion to and from factory and back

.) Chlorine cvlinders 900 ko No 801)0b) Chlorine cvlinders 1OO ko No lamcl Emeroencv drum lickaoe kit-900 ko No 4aom.-11 Fmardan.v.lnrm li.krde kir-1OO k^ No 420md) Chlorine oas meterinc arrenoemenr Set 35000

5.19A Transportation of Chlorine Gas Cylinder with loading, unloading, Cylinder transportationshould have a Licence public liability insurance ai 1991(A) lOO Kd Cvlin.ler 150(llB) 900 Ko. Tonner Per No. 3000

5.20 SuoDlv of Chlorine Cvlindors aEmDtvlProviding and supplying Chlorine gas cylinder empty of required capaciry with necessar)erplosive certificates includino all taxes

Chlorine cvlinders 900 ko (tonner)a) No 651t00

62

fa

:

a

Sec D

Itoln,No.

tion ot ltom Uni: R.i.. for 2014t5

b) Chlorine cvlinders 100 ko No 28tXrO5.21 lrbor.tola ln.trurn6nt.

.l Dtalrrl PH if.r.rProvldlng and supplylng mlcroproca3sor based dlgltal pocket PHi..tA.

^l ..^.^vA h7.h.l/arEllh,,t00,00

bl Dldlr.l TDS m.r.tProviding and supplylng microprocessor based digital pocket TDSro

Sec D

liomNo.

Delcripiion ot ltom Unit ILles Ior m14t5

b) Providing and supplying flouride spol test kitol approve No 2500.00c) Chloroscooe 0,2 oom includino testino materials. No. 900.00d Chloroscooe 0.5 oom lhcludino testino materials. No. 1sm.me) Chlorine Tablet HvDotab - 60 Per Kq. 215.(x'

5.24 Servicino of existino Panel Mounted oaslous Chlorination Plant.a) Gravatv Feed. Tvoe. No. 2500.00b) Pressure Feed. Tvoe. No. 25m-mc) Vaccum Feed Tvoe, 25m-md) Bleachlno Dozlno Tvoe. No. 550.mRemovel 6f ChIorin. E tccr On RCC & lr-S- Struclures.

6 Applyjng Anti corressive Chemical treatment Food Grade forwater retaining structure including cleaning the sudace withrequired treatment and cleaning the surface tha.olly & MakingSurface Even & Smooth for applying treatment and coats.

Sq.mt. 1500.00

7 Applying Anti corressive Chemical treatment Food Grade forExposod Surfaces of M.S. Strcutores / Plp Grade for ExposedSurfaces of M.S. Strcutores / Pipe and smoothe and applyingtreatment in two coats and smoothe and applyang treatment in

Sq.mt. 250.00

64

f

1.\

I

S6c E

.^

Sction E- MISCELLINEOUS COMPLETED ITEM

Prcast Half Round GuttorProviding and laying precast cmnt condete M-l 50 metal sizo 1 2 mm to 20 mm half roundgutters with 5 cm thick rectangle block laid on necessary packing of rubble masonary inC.M. 1:6 and C.P. in C.M. 1;3

1 100 mm dia R.Mt. l/15.00

2 150 mm dia 207.00

Itam no.2

Palndng lottoraPalntlng letters for "Capaclty of tank" the glze of letters wlll be 45 cm height and 50 mrnwldth.

Painting letters 45 Cm Ht. No. 38.00Painting letters 23 Cm Ht. No. 25.00

llem no.3SuDglyinq of vadour malorlalSupplying following materials induding alltaxes and carting.

1 Alumina fenic Kg. 9.502 Solvent Cement Lir. 300.00

J Bolts and washer for valves Ks. 70.004 tsleaciing powder Kg. 15.50

Ruber Paoking Normal KS. 90.00

I Ruber Packlng Neoprene type Kg. t75.007(a) P.A.C solution 10% concentration Lit. 10.007(b) P.A.C soluuon 3070 ooncentration Lit.Itm no.4Pioe Coallnq (out Sldo)(A)Gunnltlng

Providing and applying with mechanical arangement in 1:2 proportion cement,sand Guniting to M.S. pipe surface unds 2.1 Kg/Sq.Cm. to 2.80 Kg/Sq.Cm.pressure including removing the loose materials as directsd by the Engineer- in-d|arge and including scrapping the surface with wire brushes, degreasing,cleaning by compressod air and providing, fixing BRC fabric No.14 asrelnforcsment, curlng lor 21 dayg, disposlng ofi lhe rebound materials with in alead of50 m etc. comp. As dkeoted by the E.l.C.

1 25 mm thlck sq.M. 402.002 40 mm thick sq.M. 471.O0

65

B3 LPE

providlng anO applylng 3 LPE Coating outside 3 layers polyethylen(LPE) coating with requlred tk. As per DIN-30670 or its latesjrevislon or aemndment and detail specifications with necessar)material & Labour and Equipments etc.

sq.M. 900.00

Itcm no.s(A)lnner Cement Mortar Linlng@ipeswith mcahnical devices incemgnt;ortar 't:1 p;portlon includlng cost of all materials, Iabour, speclal sand rquired'mechinary, powr generatlon, all equipments and taklng necessary access openlngs andmanholes, &ts at aultable intervals as directed by Engineer'in-charge and rewlding ihesame after done with doubtor plates pipes including necasaary excavation, rofilling, concret6braklng and remaking if any, breaklng gunltlng and remaking the sam, repainting-whsverrequhei wlth epoxy paint l; 3 caots, all dewatering lncluding empvng th- plpellns andrelitling ltre eeme aiter done wlth (watEr to b eupplled by oepartmnt fru d cost wllhln 5km. le;d at flxd polnt and all other anangemonE to be don by agncy), lncludlng c'ny'ngout "C' vatue performanc test o{ pipeline, qomplete job as pr the direc{ons of theEngineer-in-charge.

271-00

t12.OO1

imm thickfor pipes uP to 700 mm dia

2 mm thick for pipes above 700 mm dia

sq.M.

Item nos(B) Provlding 406 Micron epory coating to imlde pipe llnqe=roviaing epoxy coating to inside pipe line with tvvo parts ofSolv.nt free high build liquid epoxy lining as per AWWA C210{7Suitabl for potable water application & shall be approved by CFTRIindia/Bs 6920-Ul0nternational standard NSF/ANSU61 2004 to befit for contact with potable watr fo. human consumptlon E!!h lU!E!9I9! $!98!99s. inclusive of necessary matorials , labour,gquipment ,Contmctoas overhead oharg6s and profit and labourcess(1%) with excise xemption etc.comp.

sq.M. 370.00

Item "-5(C) P.ilalns ,00 Micron epory coating to inside pip lino

1 Frovffig and applying 1 coat oI 25 micron of lnc rich primerconfirming to specmcatons of DGS-175, Type- A , and 3 coats eachof 25 miqon of Non toxic high build black epory paint suitable forwater potable water apptica on inclusive of necssSary materials ,labour ,Equipment ,Conhaa*ol's oveftoad charges and prolit andlabour cess(1 0/6) with excise exemption tc.comp.

sq'M. t73.00

@owing dimension &specification

No. 4S890

(t) excavatton of plt havlng slze 2.01m)e.01mx0.225miztF==ln M-f d w[h slze r.0l m)c.01 mx0.225m 0.075m13) All Conc. Work in M-25(4) Bottorr Fht basealat of size 1 .86mX1 .86mX 1 8m6lT"b Flat base slab of size 0.91mX0.91 mX/!!O

Sc E

66

wall 0.68 mt height of 1.68 m length &0.18 m wide(7)tvld horizontal slab of Slze 0.195 mX1.305mx0.18m

10) CRS stol is to be u8ed & dla of all bars ar 10 mm & mln.kg. stgol lto b6 used.(As per approvod Drawlng of GWSSB)

I

a

,n

67

Sec F

Itam No, I : Excavstiod tor well including ,.moving and spreading the exoavatod3tstfs diroctGd wirh l6.d upro 91, Iul

SeF

Item Unit Rates for2014-'t5

Cu.M.9 12 O m to 13 50 m denth

Cu.M. 280Cu.M. 337

t Cu.M. 447Cu.M. 831

't0 13.50 m ro 15.00 m deothCu M. 305CUM 363Cu.M. 480Cu.M. 864

'11 15 OO m to 16 50 m.ieothCu.M. 330

I Cu.M. . tl8,Cu.M. 5'12Cu-M. 896

't2 16.50 m to 18.OO m deorhCu.M. 350Cu.M. 408

l Cu.M. 544Cu.M. 928

13 18-00 m to 19.50 m deDthCu.M. 311

lt Cu.M. 428t Cu.l,4. 511

Cu.M. 96114 19.50 m to 21 00 m denth

C0MCu.M. 444

t Cu.M. 612Cu.M- 996

15 21.OO m ro 22 50 m.rcdrhCu.M. 41

U.M. 469t 647

Cu.M. 103516 22.50 m to 24.00 m deoth

l]M. 431489

!II uM. 683Cu.M. 101'l

17 24.00 m to 25.50 m deoth451509

Cu.lvl. 718C0M 117

1a 25.50 m io 27.00 m deDth472

Cu.M. 579l Cu.M. 1s3

69

Sec F

Sr.No.

Item Unit Rates for20-t4-15

Cu.M. 119319 27 OO m ro 28.50 m deoth

49254S78S

Cu.M. 121120 28.50 m to 30.00 m depth

Cu.M. 512Cu.M. 570

t Cu.M. 424Cu.M.

Extra for every additional depth of 1.5 m or part ther^f haw nd ?n n rlanrh Cu.l\,4. 40

II Cu.M. 45l Cu.M, 63

Cu.tvl. 9CNOTE : Foi Deslltlnq of well rates of excavatlon of wellln all soil3 lncludlng hard murrum sliguld b adoptod

(B) Extra for dewsle ng for excavation in wel.^n;iri^^ rn.l in ,ll cr..r.3 OO m to '1.50 m deoth Cu.M 2A1 50 m to 3.0O m deoth Cu.M.3 oO m to 4.50 m deoth Cu.lM.4.50m to 6.00 m deDth Cu.M. 436.00 m to 7.50 m deoth U,M.7.50 m to 9.00 m deoth Cu.M-9.00 m to 10,50 m deoth Cu.l\r. 9510.50 m ro 12.00 m deoth Cu-M. 109

12.00 m to 13.50 m depth Cu.M. 13613 50 m ro 15.00 m deoth 18315.00mto'16.50mdeoth Cu.M. 18816 50 m ro 18.00 m deofi Cu.M. 21518.00 m to 19.50 m depth C'r.tr.4. 24119.50 m ro 21.00 m deoth Cu-M. 26921 oo m ro 22.50 m deoth 30422 50 m ro 24.00 m deolh24.00 m ro 25.50 m deoth cu-tvl. 3632s 50 m io 27.00 m deDth Cu.M. 3S827.00 m !o 28.50 m depth Cu.M 42928.50 m to 30.00 m depth Cu.M. 460(C) Extra for dewatering for excavation for every xtraadditional depth of 1.5 m or part there of beyond 30 mdepth

Cu.M. 33

70

Sec F

Sr.No.

Item unit Rates foa2014-'15

Item No.2 : Sinking single circular well of internal diameter and thickness of steining asspecified upto the level as specified in all sorts of soil including had murrum, boulders andall strsta type & strata upto the level as per drawing by d.edging, dewatering,drop chisellingwlth neca3sary kentledge and with machlanlcal m8!ns as may bg necesssry for thls type ofwork lncludlng all labour, plant machln6ry etc, conplete. Z.ro l.v.l lo bo consldarod ,rontcutilng edge lovel. lncluding all labour ch.es with tles{tering but Excloding cost olCutting Edge-& Well St lningWell Excvltion bv 3inklno2-1 For {-O mr lnrernel die well incl- Dewat.rino'1. 0 to 3 mt d6oih R.Mt 97982. Bevond 3 mt uoto 6 mt deoth RMr 105563- Bevond 6 mt to I mt deoth RMT 113184. Beyond 9 mt !o 12 mt depth R,MT 118075. Bevond 12 mt to 15 mt deoth R.Mt 123126. Beyond 15 mt to 18 mt deoth 130752.2 For G,0 mt l]ltem.l dl. rell in