- Gujarat Water Supply and Sewerage Board

Gujarat Water Supply & Sewerage Board
Gandhiangar-382 010
SCHEDULE OF RATES 2014.15
INDEX
Section
Description
Page No.
Water Supply Section
A
Material Section
1-35
a
Labour
36-42
C
RCC ESR, GSR, HGLR, UlG, Partial
U/G Sump
43-53
D
Water Treatment Plant
54-64
E
Miscellaneous Completed ltems
65-67
F
Wells & Gallery
68-7 2
G
Maintenance & Repairs
7
3-82
Urban Drainage Section
A
Sewage treatment Plant
83-111
B
Chambers & Manhole ltems
112-116
C
Material
1't7 -134
D
Labour
135-145
E
Miscellaneous Completed ltems
146-147
F
Maintenance & Repairs
148-157
Mechanical
158
-t59-162
H
Electrical
Extra Details
163-198
ABBREVIATIONS
Meter
C.M. or Cu.M,or cu.m.
= Cubic
Sq.M. or SQM or 5q.m.
= Square
R.Mt. or R.M.
= Running
K.M. or Km
= Kllo
No.
= Number
M.T.
= Met.ic Tonne
Qtl.
= Quintal
Dia.
= Diameter
m.m,
=
Mill Meter
Cm
.
C.ntl Met.r
Lit or Lit.
= Llter
KG
or
Kg.
Meter
Meter
Meter
= Kllogram
Mld or mld
= Million liter per day
A.C.
= Asbestos
R.C.C
= Reinforced Cement Concrete
c.t
= Cast lron
P.V.C.
= Polyvinyl Chloride
H.D.P.E.
= High Density Polyethylene
c.M.
= Cement
L-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 Concrete
G.L.
=
s.v.
= Sluice Valve
E.S.R.
:
M.H.
= Manhole
o.D.
= Outer Diameter
t.D.
= lnner Diameter
Cement
Mortar
Ground Level
Elevated Service Reservoir
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The foregoing note may klndly be seen'
GWssBhadearllerproposeddraft50Rfortheyear2ol+15fornecessaryapprovalasper
Absar' A' Kazml' Professor
the book submitted. Laterthe d.aft SOR was sent by 6WSSB to Dr
has propgsed the revised
of civil gn8ineerin& llT-Roorkee for his remarks Now' 6WS58
Kazml for necessary aPproval'
draft soR(t014_15 incorpo.atlng the remark5 of Professor
)
revlslon of
constltuted separate committees for clviland mechanlcal works for
to the
make
recomm€nd'tlons
th;V
SOR5. After, the commltlees do the rate an'lysls,
pla'es the recommendatlon to
screenlng commlttee headed bY CE(Technlcal), whlch ln turn
the Soald ofGWSSB throuSh lhe member'Secretary and the Chalrm.an'
GWSSB had
The following observations are made by F0ire6arding the
wlth Professor Kalmi's remarks):'
'evjsed
Craft
SOR(
draft sOR book
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) in
most of the slzes is less than the sORs(201314) However, in few sizes an
lncraase of around 10% E proposed. lt 15 sutgested lhat in these csses the rates
should be kePt at the levelof2ol3'14.
lteln no-8 {B.ll or 5top valves}r No lncrease has b.een proposed ln the rates
oth€r than ltem B(3), where an lncrease of 1039% has be€n Proiosed lt Is
suggested 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 of
the siues for PrV.c Tee tMoulded), P.V.C Elbow (Moulded), P V C
neduoe(Moulded)is less than the 5oR(2013'14). However, in few sizes an
increase 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
88.54 i6rcani
as 2013-14.
'usri
\
l{a{.r'{l rr6e t.
h.,
)l'
slnce, the rsason5 for proPosed lncrease of
not baan rplclflad, it l!.utaastaC !o kaap l! attha
-qtq,irrrr-zss-.ru.'r
r,ri "r.{ '{l
ru{ i. qeid.t.
s'm'
l'v'l
t{.o?
fl/n,
SoR- for Urban DrslnaSe sectlonl
-------'---yy-
Ar per GPCE Suldellne..nd GPHEEO m'nd'iory
!aram.t.ri. EOO. ?0 ,tm, 55! 30 DPm
TNEATMEI{I
As Da, CtHEEo .s8acsted Parr
..m.
'
N<lO
tr
GWSIB
in lakhs
Total
Tor!l
Tot l
165
toox
325
101
62%
505
727
88
47%
961
96
37%
1841
65
55
87
87
3Zv"
132
2MtD
130
55
112
86
32%
250
130
SMLD
311
62
il17
83
34%
504
lOMLO
597
60
738
74
74%
875
25MLO
1898
56
1640
66
71%
1&lt
sOMLO
25aO
32
7170
54
5%
30a3
6a
!9%
9283
5!
1r%
48
a?80
17AO
Tiiosea son( zor+-rs)
UO tO
10
46
0%
per
(cost
2.0 MLD
to 15
40 to 50
75
to 100
l.lo to 2.0 MLD
5lo
'u{i ho{.I.{t
nt6q 'L
10
-\trt/lllr-z
/
,/
3083
5243
ciHgso srggett"a pa.amete6: BOo:10
". m, PO4 zppni
155
ioo%
1MI.D
100M!D
MLD
cosl
MLO
MLD
MLD
tludt.
soRtz0l+!5)
roR{zoL.i5)
s6El201+15)
soRlz0!|.14)
Totrl
Par
ig-'tl.cu.'r r4i r'ri '[ 'u'u t. q.gA't.
Pelulo
in lakhs
15r
15r
3
ql\
f,t
,1N
For waste water treatment plants, the SORs for 2014'15 was earlier proposed
with
GPCB
prescribed effluent parameters of BOO & SS of 20 & 30'ppm. Later the SOR with desirable
p.r.mat.n .t t!,t.rttd bv cPHEEo, N€w 0.lhl for efflu.nrt ro b. dlrchart.d lnto surfa.e
wBt€r whlch m.y b. uatd rs ! lourqr ot drlhklnS wat.r h.t Blro brgn proposad, T.ble-1
I
ehovrs th.t the lncr.ase ln proposed SOR5 (20r,4-15) for ASP unlts as per GpCB Sutdellnes
yarles trom 32 to 5 percent dependlng upgn the slle of the pl.nt, whereas 15 per the
the increase rantes from 1OO to 11 percent. Professor Kazmi
has su8gested a further increase of 10 to 25 percent on the rates proposed by GWSSB on
modlfled 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
CPHEEO suggested parameters
.
.
'
increase ruggested by Professor Kazmi.
Looking into the financial implications of accepting stricter norms of dlscharge of effluents,
is suggested that for unlts up to 10 Ml-D, unless the effluenr ls discharged directly into
it
surrace 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,
X? paFmete6
!")
a \\
d
.
\
\9
J
CPHEEO suggested desirabte design
adopted.
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 further
streamllning of the procedure and process !o achleve best interest of Gov€rnmen! /public
exchequer. A revl6w ofthe sam€ by a commlttee of exp€rts 6nd to brlng out suggqsdons for
Also, though
?q
I
may. be
lmprovement msy bo deslrable,
The revlsed draft sOR (201a-15) p.oposed by GWSSB subject
submitted fornecessary approval of theGovernment.
to above rudificdrions
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MATERIAL SECnON :. A
Siz. in mm
Unit
2
1
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5
tem no.
c. l. P|PE
Providing and supplying lsl mark C. l. S & S spun pipes for following nomin.l bor.
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transportatlon, frelght charges, octrol, inspoctlon charges, loadhg, unloading, conveyance
ro departmental stores, stacking etc, complere, (lS . 1536 , 1080) R.re tor Cl Pipe basod
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(Suitlblo for Tyton loints)
Claaa LA T.3t Pr..aur. t2 Xor.o.cm
N
(l)Wth
E.D
1
80
mm
RIUT
100
1038
1255
1588
1880
27 45
3
125
4
150
5
14
15
16
200
250
300
350
400
450
500
600
700
750
800
900
17
1000
mm
mm
mm
mm
2
80
100
mm
3
'125
4
150
mm
1157
5
200
mm
2565
6
250
300
mm
3456
4455
350
400
450
mm
5730
6975
8449
6
1
I
I
10
11
12
13
mm
3698
mm
mm
mm
6130
mm
9041
mm
10129
mm
14152
18754
21003
23512
28655
34424
4161
7463
(z)trithout E.D.
'|
1
8
I
10
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1173
1444
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mm
:
Sec A
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Rate for 2014-15
I
1
fi
4
5
mm
mm
17526
19629
16
500
600
700
750
800
900
17
1000
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21972
26780
32170
12
13
14
15
10021
a
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80
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2
100
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3
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5
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mm
mm
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2060
150
200
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250
300
350
400
450
500
600
700
750
800
900
17
1000
6
l
8
10
11
12
13
14
15
:
2974
4024
5214
6650
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mm
mm
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9931
mm
mm
mm
mm
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154s0
20488
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256'16
mm
31265
37606
22962
l
(2)withour E.D,
2
4
5
6
1
I
s
10
11
12
13
14
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00
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125
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150
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250
2744
3764
4412
6215
300
350
mm
400
450
500
500
mm
mm
700
750
mm
mm
1
7622
9281
10922
14439
19147
z',t460
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800
900
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16
11
1000
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Wirh E.D
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80
a
23940
29218
35144
RMT
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2
100
3
125
4
150
mm
2220
5
200
mm
3221
6
250
mm
4356
7
300
mm
5648
8
350
mm
121
I
400
mm
8805
10
450
mm
10714
11
500
mm
12647
12
600
mm
16738
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700
22133
14
750
24911
800
27714
900
33875
16
17
2l
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1865
40641
OOO
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80
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RMT
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2
100
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3
125
mm
4
150
5
200
6
250
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300
5214
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350
6739
400
a22A
1743
2016
mm
3011
10
450
mm
10012
11
500
mm
11819
sec A
l
:
R
e,or 2014-15
l
15642
C. I. PIPE ( DOUBLE FLANGE
)
flanged pipes for following nominal ltorc
insurance'
aiameteiwitfr rubLeigastets of fottowing class and diameter including all taxes'
conveyence
nsportation, freight charges, octroi, inspection charges, loading, unloading'
.t" complgte 0S ' '1336, 1080) R't' for Cl Pip' br"d
a"pun-"nt"t
"t"-"ttng
"tJr..,
ot iig lron .r 150.80 tot the Month ot J'nuttJ'2013'
lnd.x
on lllt}olesale Prloe
@
Cla3s A Te3i Pressure
:
t
14172
a
4
Sec
to
14
700
750
Cla&g B T6st
bt
(1)Wrh E.D
1
A
3
4
5
6
7
8
9
10
11
12
13
14
80
100
12
150
200
250
300
350
400
450
500
600
700
750
23400
26476
mm
mm
Preasuie
A
Kola.l.cm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
RMT
1469
1812
2265
2733
3940
5309
6837
8608
10479
't3147
15586
20707
27544
31161
RMT
1373
1694
2117
mm
(2lwlthout E.D.
I
80
2
100
4
5
200
6
13
300
350
400
450
500
600
700
14
750
7
8
I
10
11
12
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
3682
4962
6389
80/15
9794
12287
'14567
mm
1935'l
25741
mm
29122
5
Sec A
It€m
M.
:
a
S. PIPE
A) Bare
Manufaclurs, Supply & Delivery of Submerged Arc wslded M.S.Pipe oublde coated with
best quality bituminous paint havlng bsvslBd ends plat6 or coil conforming to lS-3589-2001
or its latsst rsvlslon/ ammendmont for follotving thlckn$8 outside diametor at GWSSB store
or site aD rvhere ln Gujarat State lncludlng all taxes, lnsurance, transportatlon, frelght
charges, octrol, inspection charg€s, Ioadlng, unloading conveyance to Departmental stores,
stacking, contracto/s Overhead charges & profit and labour cess ( l o/o) 6tc. complete. (Rat€
MS Pipe bas€d on the ex. works price of HR Coil.as Rs. 38900.00 per MT (Above 3.15
mm to 10 mm) & Rs.39400.00 per MT (Above 10 mm) Dtd.6-3-2013)
1
Exclse
Plpe dla ln OD ln mm
tn mm
a
I
1
1
1
:
:
6
Sec A
Iton no.
Slza ln lnm
lJnlt
I
2
3
32
33
34
35
1626
1829
11.2
16.0
16.0
17.5
36
1[)
2
3
4
5
6
7
2032
2540
20.o
With Ercise dulv ox.mDtion
168.3
4.0
't 68.3
4.5
219.1
4.5
219.1
6.3
273
4.0
213
5.0
323.9
4.0
8
323.9
4.5
10
5.6
4.0
11
323.9
355.6
355.6
12
13
14
15
355.6
406.4
406.4
406.4
16
't7
451
451
6.3
4.0
5.0
18
457
6.3
19
508
20
508
508
5.0
5.6
6.3
4.0
I
21
5.O
5.6
4_O
5.0
22
23
24
25
608
610
711
6.3
6.3
26
27
28
29
11'l
71
813
7.1
912
6',10
5.8
t
R.t
tor 2014.15
5
38i|89
43337
54244
65259
84756
R, M!
1041
1168
1530
2124
1705
2123
2028
2278
2421
222e
2778
310€
2551
3180
3994
2471
358t
4499
3985
4458
5008
3a28
5552
il21
7035
7919
9066
8613
11485
31
1067
32
1117,6
1217.6
6.0
8.0
8.8
8.8
8.8
8,8
1219
10.0
t03{8
1318
9.0
18667
30
33
34
35
914
1016
14n44
14755
1s460
16855
Size in mm
1
Unlt
R.te lor 2014-15
4
5
36
37
'1419
9.5
21217
1422
12.5
28t95
38
39
'r0.0
40
'r520
't626
't724
41
1829
14.2
42
2028
2032
2124
2235
2540
2635
'14.0
'16.0
23926
36627
32417
41240
45122
51619
14.0
17362
17.5
62101
20_o
80554
73303
84505
43
44
45
46
47
48
3035
14.2
12.0
17.5
1?.5
ia
:
opoxy Painting (tq) Micron) & OrS Gunniling (25 mm Thick)
With Excis€ duty
PiDe dl. in OD ln mm and lhiclne3s ln mm
(B)
US
0)
1
2
168.3
168.3
4.0
'1544
2013
2635
2251
2730
2714
2941
3553
219.1
4.5
4
219.1
6.3
4.0
5.0
4.0
4.5
5.6
4.0
5.0
5.6
4.0
5.0
6.3
4.0
5.0
6.3
5.0
5.6
6,3
5.8
6.3
6.3
7
213
323.9
8
323.9
I
323_9
10
355.6
355.6
355.6
6
11
12
13
14
15
406.4
406.4
406,4
16
457
't7
457
'18
457
508
20
508
508
22
610
610
23
24
111
1{11
4.5
3
5
R, Mt
298,1
3581
3004
341I
ilor3
't026
3833
a
4577
5541
5089
5586
8165
6913
1112
8646
8
a
Size in mm
It6m no.
t
Untt
R.re tor 2ot4.t5
,
t
25
711
7.1
95r5
26
813
914
7.1
10957
13813
16539
21
2e
29
1016
1067
1219
2235
G9146
2540
20.0
89170
1422
32
33
1626
1829
34
2032
(|D
2
3
4
5
6
7
8
I
10
1l
With Ercis. duw ex.motion
168.3
4.0
168.3
4.5
219.',i
4.5
219.'l
6.3
273
4.0
273
5.0
323.9
4.0
323.9
4.5
5.6
355.6
4.0
14
355.6
355.6
406.4
406.4
15
406.4
Ii)
451
4.0
11
457
5.0
6.3
5.0
5.6
6,3
12
,I3
18
451
19
508
508
508
610
610
711
20
21
22
23
24
25
17315
22188
10.0
12.5
14.2
14.2
16.0
17.5
31
36
8,0
8,8
8.8
5.0
5.6
4.0
5.0
5,8
6.3
6.3
32tt3
11325
46522
57779
R, Mt
1311
1,168
191{
2506
2178
2s9G
2Aa4
2434
337t
2A37
3386
3713
3241
3873
4684
3644
4352
5269
4839
5312
5863
a1
7048
8222
7.1
gl06
914
7.1
8.O
10127
13005
1016
4.8
15731
't11
26
413
21
2A
Sec A
Item no.
.t
2
1
29
1067
30
1219
1422
8.8
10.0
32
1626
1829
34
35
36
(c)
0)
1
2
3
4
5
6
1
12.5
Unit
Rate lor 2014.15
4
5
tGs26
21368
30547
3g3tt
14.2
14.2
'M256
2032
16.0
54966
2235
17.5
65781
2540
20.o
84833
(0
mm
dia)
&
lrs CML mm rhi :k upto 700 mm dia & 12 mm thick .bove 700
OrS Gunniting (25 mm rhick)
With Excise duty
Pipe dia in OD in mm .nd lhickness in mm
3509
406.4
4.0
4171
406.4
5.0
5023
406,4
6.3
3943
4.0
457
4686
451
5.0
457
6.3
5550
5271
508
5.0
8
9
508
508
5_6
sr08
6.3
6287
10
610
610
711
5.8
,oco
6.3
6.3
7559
4817
374a
11234
1398t
16887
17741
11
12
'13
711
813
7.1
'14
'15
s11
16
1016
1067
1219
8.0
8.8
8.8
r 0.0
1422
12.5
1626
1829
't4.2
2032
16.0
11.5
20.0
17
18
19
?o
21
22
23
24
flD
1
2
3
4
5
6
2235
7.1
142
2540
Wirh Ercise dutv exemDtion
4.0
406.4
406.4
5.0
406.4
6.3
457
4.0
457
451
1
1
2:2444
326(x'
41882
{7150
58476
69913
90041
3335
3965
4176
3744
5.O
445G
63
5373
t0
:
:
S€c A
:
j'ii:lij
Siz.i
t.:
7
I
10
1l
12
13
14
16
11
18
19
I
rtt
)
ii
t:t ,
j,iiiueiill:ll;:i:.!li;ii iliil|ni-ti&iiilr,. 2ordits::irl;,
::a!t:Ii!+:irli!:lt}
504
s08
504
610
610
5.6
4955
s127
6_3
5t78
5.8
6.3
6.3
t,1
8713
7188
8384
0288
7.1
't0685
8.0
8.8
8.8
13301
16061
5_O
711
111
813
914
1016
'1067
16873
2778{
20
1422
1626
10.0
2.5
14.2
21
1829
'14.2
il|850
22
2032
16.0
s5626
23
2235
1
7.5
6650'
2[
1219
3lm8
39839
rDt
2540
20.o
US B.ro & OrS Gunnitino (25 mm thick)
It)
Wilh Excise dulv
2
168.3
168.3
219.1
PiDc dia in OD in rnm
6
213
273
7
323.9
323.9
4.
J
4
5
I
I
219.1
12
13
14
15
15
17
ta53
189!
2800
2512
253'
ll]l
ua
llai
355.6
355.6
406.4
4.
3ro:
3tal
406.4
5.U
384
a6gt
406.4
367
451
457
457
21
22
23
24
510
510
711
711
26
1320
2133
323.9.
508
508
508
20
rnm
2517
'10
1',1
lnd rhk|es3ln
R. Ivtt
1.0
4.5
4.5
6.3
4.0
5.0
4.0
85658
813
5.0
6.3
5.0
al2t
.6
530r
.3
5880
5.8
6sr0
63
,o3r
6.3
a21e
7.1
7
1(N9S
628t
480
9t75
11
Sec A
ii
27
,,rt ri' :; : )2 t::::..:::t::.,:..:
914
,..
:'fiir'
I
3
29
8.0
8.8
8.8
3
1
19
10.0
22
26
1829
1
2
34
35
36
flD
1
1
2032
223s
2510
,::::
:::::::Pita
..:...].:.]
:
i;i 2ol4.li
5
13158
1016
1067
2A
:
15965
14772
21177
3l3tr
12.
14.
14.2
16
404
45488
55632
67a8/t
20
4773G
Wlth Erclre duw ex.niotlon
168.3
2
t25r
R. Mt
1.O
11e2
4_5
ltoo
1.3
3
4
5
2 s.
5
213
323.9
323.9
5.O
2AA2
4.0
323.S
5.6
4.0
5.0
5.6
4.0
2113
2663
3209
7
8
I
2 g-1
73
14
15
355.6
355.6
355.6
406.4
406.4
406.4
16
157
1't
457
10
1'I
12
18
19
20
21
22
23
24
25
2A
27
2A
29
30
451
508
504
508
610
610
711
711
813
914
1016
1067
1219
31
1422
32
33
31
35
1626
1829
36
23
2032
2235
2540
20
2648
3198
3526
3027
3656
5.O
447,J
3400
4110
1.O
5.O
6.3
5.0
5.6
6.3
5.8
6.3
6.3
5027
4s6g
5042
550!
4249
6723
7843
4727
7.1
1.1
998'
8.0
8.8
8.8
12517
15188
10.0
12.5
14.?
2,J71e
I
'11.2
29788
38i!13
44271
16.0
53440
17 _5
20_o
12
434
l
Sec A
llirr
I
ni
slroiinhm,i
2
US
(E)
0)
1
2
3
4
Solv.nl
iiil;*iiiifi
iiiluiiii
ilirii iriiil
lrrliiiiRlir*iki;i20u'tt
3
fr..
Llquld Epoxy Lining (400 mlcron) + OrS 3 LPE Co.r.d M, S.
PiD.
With Exci3e duw
158.3
168.3
219.1
219
6
213
7
8
I
323.9
323,9
323.S
10
355.6
11
355,6
35s.6
406.4
406.4
406.4
dl.ln
OD in
mm.nd
t ckn.!.ln
'R.Mt
,t.0
4.5
4.5
6.3
4.0
5.0
mm
t803
ts3a
2522
1712
2r?1
33r3
:148'
3750
4320
3832
a/Og
4.O
17
18
451
451
451
19
508
4.5
5.6
4.0
5.0
5.5
4,0
5,0
6.3
4.0
5.0
6.3
5.0
20
508
5.6
a8t4
21
508
6.3
7303
22
610
5.8
839{
23
510
6.3
8802
24
7n
6.3
t0377
711
7.1
t 1306
26
813
1.1
12911
21
s14
8.0
l5m7
28
1016
29
1067
8.8
8.4
19025
10087
30
1219
10.0
31
1422
12.5
25455
35594
1626
14.2
45308
33
1829
14.2
st0t 5
34
2032
2235
'r6.0
62712
74642
12
13
14
16
{rt0
a!86
toa,
6808
408'
56rt
60i13
6318
17.5
13
Sec A
iiiiiliiiiliUni[i,iri
iiit
Rhetidiizo4::i5i.
,ii!l!t\r:t::.itlr,t
36
ND
2540
20.o
Wirh Ercis. durv .xerEDtion
1
4, )tl:
95410
1
168.3
4.O
2
168.3
3
4
219.1
4.5
4.5
1772
1830
23e8
273
4.0
208t
21e!
6
273
5.0
3205
7
323.9
4.0
3312
8
323.9
4.5
3582
I
323.9
5.6
4.0
{105
5.0
5.6
4.0
5.0
6.3
4.0
,1189
5395
6313
6475
10
219.1
15
355.6
355.6
355.6
406.4
406.4
406.4
'15
457
17
457
18
431
19
508
5.0
6.3
5.0
20
508
5.6
21
508
608
11
12
13
14
22
R. Mt
3030
4513
4165
4795
5605
4681
G002
7026
3262
7e7A
4.O
24
25
610
610
711
5.8
6.3
6_3
98At
26
711
7.1
10745
21
813
1.1
2A
912
914
6.0
29
1229e
12242
15120
30
1016
23
8i150
31
1067
32
1117.6
8,0
8.8
8,8
8.8
1217.6
8.8
21697
34
1219
10.0
35
1318
s.0
2a1W
23912
35
'1419
9.5
26859
I
t086
18000
19000
14
S6c A
ffi
ti::atiil ::t!;!ti,!t:i:tr::=#E:
1422
1520
12.5
10.0
338ilt
14.2
4t083
40
1626
1724
12.0
39730
41
1829
14.2
4850S
42
2028
2032
2124
14,0
53188
16,0
59693
14.0
46
2540
20.0
ss825
,0085
grrr50
47
2635
3035
17.5
83r78
17.5
96570
37
43
44
23e71
17.5
45
48
O Group wise .atas of Bar. pipa paa kg &a aa undea. Ratos of slz.s
may ba dgrivld from following r.tag :
odl.
lhan abova
(1) Wilh Excise Duty;Up to 914 mm OD & Upto l0 mm
1
thickness of Plate/Pipe
Above 914 mm OD & Above 10 mm
thickness of Plate/Pipe
2
(2) With Erci3o DutY
thlckness of Pl8t6/Plp9
Above 914 mm OD & Above 10 mm
thickness of Plate/Plpe
2
68
kg
68
k9
64
k9
65
Exemptionl
Up to 914 mm OD & Upto 10 mm
1
kg
The m6ss (weight) per mere run of plpes can be wo*ed ou! as under (ret : ls358g : 2001)
M-(OD-T)xTx0.0246615
M = mass of the pipe kg/meter, OD = outslde of
tlbe diamete. ln mm, T - thickness of tute
in mm
It
m t{o, a
G. I. PIPE
Provlding and supplying lsl mark G. l. plp€s wlth Coupllngs of followlng class and dl8metot
lncludlng all taxes, insurance, transportauon, fr€lght charges, ocuol, inspecllon charges,
loading, unloading, conveyance to depanrnental slores, stacklng etc. complete. (lS -1239)
(Not for well/tube well coloumn plpe)
.)
Llght Duly
1
15
2
20
mm
RMT
75
103
141
3
15
Sec A
ilt.:::::::j::i::::iisirc!nr:!!!h:
4
,,:',.
.:
Unit
t..
32
i:::
iido lor 20l4-ts
178
40
mm
227
6
50
mm
281
7
65
384
8
80
100
mm
mm
mm
9
b)
449
627
Modium Duty
1
15
2
20
25
Ri,T
114
4
32
mm
mm
5
40
nm
244
6
50
mm
330
7
55
3
I
10
11
c)
,l
2
4
5
6
mm
100
mm
mm
15
20
25
32
40
2'11
411
80
125
150
H.avy Duty
163
535
773
1022
1212
mm
mm
RMT
102
132
mm
mm
mm
189
241
287
7
mm
mm
38S
65
8
o
80
mm
616
100
mm
887
10
125
11
150
50
503
1104
mm
1315
liem No. 5
P. V, C. Plpo.
Provldlng and supplying in standard length lsl mark rlgld unplastlcised PVC plpes suitable
for 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 and
includlno cost of iointino meterlal etc, comolete.
lllote :
16
S6c A
!:
2: :,,::,,:
l.On6 coupler / rlng shall be provlded wlth €sch full length pipe cost of which ls lnclud€d
ln
ratos b6low'
2. 3% fihree) Dlscounted rate tobe conglds for CouDl€r lolntgd Dlp6
3. Rate f( r PVC Resin
Rr. 84831.80 (lnclu. of €xclse duty @ 12,36% but €xclu. o, frolght
& Sel.s 1 'ex) Drd. 1.2.2014
A)
T..i Pr.ssuE /t Kdrcn2-
..
(l}
Wirh Excise Dutv
1
63
RMT
mm
mm
2
49
68
3
90
4
110
mm
mm
96
138
180
6
mm
224
mm
292
7
125
140
160
8
180
'10
200
22s
11
13
fllt
373
452
mm
250
280
mm
315
mm
With Excise Outv oxemDtion Cotificat.
1
2
3
63
75
mm
90
mm
'r
4
696
882
1114
RMT
46
64
91
131
10
125
mm
170
5
140
212
7
160
mm
mm
8
180
mm
200
225
250
280
mm
mm
10
11
12
13
mm
mm
315
Peiqure
K6rc :.
B)
Te<r
(D
With Excise Duty
1
63
2
3
4
276
353
428
544
659
835
1055
90
110
A
RMT
mm
mm
17
69
96
138
198
A
^
A
Sec A
r(.riifiiiiii it:iltl:i::..r::i:tSr,:6jiiiiiffi!i
j
j.i:: r:'.::,:r,
:.
:llii;!::rii:::llUnIt
,:i::l ftinii:
125
140
160
180
200
5
6
7
I
10
225
11
250
280
315
0n
2
3
4
5
6
7
8
I
Wlth
Ercli.
:.
262
325
mm
mm
418
535
662
832
mm
1031
'1293
1640
mm
Dutv rxclnDllon
63
75
C.0flart
90
mm
mm
mm
110
mm
147
125
mm
mm
mm
248
140
160
180
RMT
85
91
131
308
396
507
627
788
mm
1?
200
225
250
280
mm
mm
mm
'1224
13
315
mm
1553
10
11
ct
0l
2
3
4
5
6
7
976
lesr Prassure 8 Kolcmzn tth Excise Dutv
75
90
'110
125
140
160
180
200
mm
mm
mm
RMT
86
251
334
mm
424
552
690
855
1077
10
225
mm
11
12
250
280
mm
1677
13
315
mm
21',t2
flD
2
3
1341
Whh Erclse Duty oxompiion Cotlflc.to
63
mm
75
mm
90
mm
't8
RMT
81
116
163
Sec A
4
6
7
8
I
110
140
160
'180
10
200
22s
1t
250
12
2AO
315
D}
fl)
OJ
2
75
3
4
5
90
110
125
6
l/O
.'60
180
I
200
10
225
11
250
280
12
13
0r)
1
2
315
63
75
5
6
't40
7
8
't
60
180
I
200
't0
'12
225
250
280
't3
315
11
mm
mm
RMT
105
150
212
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
319
410
511
689
444
1043
1322
1634
2046
2579
Wilh Exclse Duty exemption Cetificata
90
110
125
4
316
401
523
653
809
1020
1270
1588
2000
Test Pr€ssura l0 Ko/cm'.
With Excise Duty
1
7
8
243
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
RMT
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
99
142
201
302
388
444
633
79S
987
1252
1547
'1937
2442
19
l
S€c A
a
Itom No.6
H.D.P,E. Plpos
Ptovldlng 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 d€pt. 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 fr€ight & Sal€s Tax) Dtd. 'l-2-2014
a)
()
1
2
4
7
8
9
10
2
6.0 Kgrcm2
Wlth Exciso Duty
50
63
75
90
110
1)A
140
160
180
200
225
250
240
14
15
16
17
18
19
20
21
400
450
500
560
630
7't0
RMT
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
58
129
't
81
266
4
6
90
't 10
125
140
160
180
10
200
1',l
225
250
12
,t
434
564
7'13
878
1't14
1369
717
2173
2754
3561
4505
5570
8973
8827
11185
wlth ExcBe Dutv exemotlon Cetlflcrt.
2
1
1
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
RMT
85
122
17',|
252
327
411
534
675
831
1055
1296
20
,\
Sec A
:""i:,:],]'
::::Sii{i.irtinrD.ii.:riu]]i
---. t-
l::iii:Ij:!::l:ii::i:.i:::. ]::
t
?
3
IJ
280
315
355
mm
1626
mm
mm
2051
14
15
16
11
18
'19
20
21
bl
fl)
'
2AO1
,100
3371
4s0
500
560
630
710
10.0 Xorcmz
Wllh Exciae DutY
mm
mm
mm
mm
mm
4265
527 4
6602
8357
10590
RMT
1
50
2
OJ
mm
mm
3
15
mm
87
139
191
4
mm
242
5
90
110
6
125
s37
7
140
160
180
672
8
9
200
225
250
10
11
,
i
12
280
315
3s5
400
450
500
560
530
710
13
'14
'15
16
1't
18
19
20
21
fl[
h
4
5
110
6
125
140
160
180
2
3
7
I
877
mm
mm
1112
1372
1731
mm
mm
mm
mm
2132
241'l
3384
4303
5575
7033
8688
10884
13785
17513
mm
mm
mm
mm
mm
mm
mm
Exci!€ Dutv oxomDuon Cadtlclta
50
63
15
90
1
417
FIM]
mm
mm
mm
mm
8?
132
141
267
395
508
636
830
mm
1053
21
lec
Iffififf :i$a::,::::::':i
rriii
'12
2@
225
250
13
2AO
11
15
315
10
11
20
355
400
450
500
560
630
21
710
16
17
18
19
Itarn no.
,
i;:::::: ,:;:::::::,:::iUii-rt
::,'::,,
A
:iii:::Riiilriii, 2Oi 4.1 s:
1299
1639
2019
mm
mm
mm
mm
mm
mm
252s
3204
40't 4
5278
6659
mm
mm
8226
mm
10305
mm
mm
16581
13051
Uuatar hammar conrol devic.
Provldlng, supplylng and dellvery of Water Hammer Control Devices for use on verlous
pumplng m6ln ol tollowlng class and dlametor lncludlng all taxes. lnsurance, trarcponatlon,
frelght char96, octroi, lnspectlon charges, loadlng, unloadlng, conveyance to depaftmental
storgs, stacklng etc, complete.
2..!
rreloclly v.ly.3 wllh bt'p... rr.ngomont upio 300mrn dlr wlth C.l.
body (cl.3!.10)
A)
100
125
3
4
5
6
B)
6
cl
55357
69893
81885
No.
mm
mm
150
2N
mm
mm
mm
250
300
Zaro valocity vllvas
bodv (c1.33-15)
100
2
3
4
5
mm
86280
9
109555
uilh bypass errangsmenl upto
mfi
30omm dla wlth C.l.
No.
125
59508
44411
1SO
200
250
300
Zaro velocity
350
117765
mm
v.lrr.s !bov. 3qrmm di. whh M,S, body claar.l
No.
109578
400
mm
121122
450
mm
130961
4
500
mm
131416
5
600
700
mm
195809
6
255446
22
S6c A
I
7
-!':::ii,,:ir':i:'{i: r;:ii
'3
iliRiiIidizoii.r5
:
rr:r::
:
7s0
282988
800
344731
900
409734
10
1000
mm
497010
11
1100
mm
633213
12
1200
mm
162129
13
1400
mm
'1143193
14
1500
1332016
15
1600
mm
mm
16
1800
mm
1492024
't653640
D)
1
2
3
4
5
6
7
2000
mm
Zero volocity valveg above 300mm dia
350
mm
400
mm
450
500
mm
600
mm
mm
700
mm
7s0
8
800
900
mm
10
1000
1100
1200
1400
1500
1600
1800
mm
11
'12
13
14
15
'16
17
2000
1358654
wilh
M.S. body (cla3!.15)
126012
139288
162006
163266
225184
No.
281175
31',I328
396442
471194
497010
718013
838358
'12s7534
mm
1465204
1494505
1549965
1653640
mm
mm
mm
mm
It rn No. a
Blll or alop Valv.s
Rate for Ball or stop Valves
A)Throadod onds, Mqt.llic to metallio chromo coatsd wedgo PVC
'I
2
3
4
^
B}
1
50
65
80
100
150
solt tlng3
No.
mm
mm
mm
521
642
1020
1451
mm
Threaded .nd5, llietallic to PVC, PVC uodoo PVC
50
mm
No.
23
2471
s.st fno..
521
Sec A
Sir6 in ihrh
haiii:iid;:
2
3
4
5
,,
I
65
mm
mm
mm
80
100
Unlt
Rrte fo.r2014.15
4
5
798
921
150
c)
1
2
3
4
5
Flanood ond3. Matrlllc lo rletalllc ch,rnoe
50
65
mm
80
mm
100
150
co.t
d wedoe P\lC
s.!t rinos
1506
2471
1451
1596
2046
2615
mm
mm
3587
Item o.0
Firr lflrdrairis : Double Vahraa tvDe undeEround.
C. l.
lletrr ]fo. 10
C.l. anholo Frlmo & Cot or
All wDo
lrrm
1lo.
No.
1250
Ka.
65
l'l
Stoo vahDa , cacka
r)
hdlnc
& llxinq qun
rnolll ctack or non ratum
mm
tull.rrt
whaol galva
No.
309
1
15
2
20
361
4
25
40
50
654
920
5
bl
Provldlno & lhino baaar acras down aloD tro
1
c)
512
15
mm
20
nm
25
mm
C. l. Slop cock or
Duih button turr selt clollno tro a! Dor lS
mm
1
20
2
No.
No.
mm
lrll
176
196
231
196
196
Item t{o. 12
c.t.D. JotitTs
llanufaeure, supply end deltuery of cast lron DetachableJolnts (Short & long) complete with
iolnt flanges duly drllled, synthetlc rubber segllng rlngs manufactured trom 3tyrene butadlne
rubber (SBR) and other requhed accessorios such as nut, bolts etc, conformlng to lS
specification 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)
a)
1
Shon CoI.rwlth lsl M.rk
Cless.5,l0
80
No-
24
221
liatii:iioi
'
")llo.m||m,.
.':.
''
,,klllrr.qrjtryruI,)l*.: j, jr:,:
;ili:niiiiiir?slt; 15
.i.,iiri:::,ir:LtrtI
:,:: ;ii:: i.:::t
iirl
2
100
mm
218
3
125
mm
351
4
5
'150
mm
mm
mm
mm
mm
mm
mm
448
200
250
300
350
400
450
500
600
6
7
I
I
'to
11
12
b)
C1....
669
1071
1'121
2023
2431
mm
mm
3571
5415
15
80
100
mm
221
2
mm
278
3
125
mm
351
4
150
mm
mm
mm
mm
mm
460
1
200
6
1
8
I
10
11
12
250
300
350
400
450
500
600
Shon Collerwirhout lsl M.rk
a)
C1....5,10
80
100
3
125
4
150
1
200
250
300
350
400
450
500
600
700
C1.33.15
80
2
100
6
7
I
10
1',1
b)
892
1
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
100
1835
2109
2551
mm
mm
mm
B)
1
65S
3804
5655
No.
212
216
346
439
640
804
1005
1688
1959
2316
3453
5301
76t1
218
274
25
S€c A
riiffil
:i!r;i;ii ;it;Unirl
rsnlitifi+
3
4
5
5
7
I
I
10
11
12
13
c)
(.1
1
rrri:!,fi rs:ii
125
150
200
250
300
350
400
450
500
600
700
Lono Coll.. uithout lsl
Ch.s- 5,10
80
mm
mm
mm
351
mm
mm
1062
172
85
1745
2047
mm
mm
mm
2385
362'l
5655
mlll
7qq
it.rk
mm
No.
242
350
2
'100
3
125
467
4
'150
646
5
200
1082
6
2s0
140:
7
300
350
400
450
500
600
700
9
'10
'l'l
12
13
6t
1
2
3
4
5
6
7
8
I
'10
11
12
13
DI
Ll
1
2
mm
1763
2500
mm
mm
2980
mm
5526
mm
mm
't1264
3580
7684
C1.s3.15
ao
100
282
350
mm
125
mm
150
mm
2oo
mm
250
mm
300
mm
350
mm
400
mm
450
mm
500
mm
600
mm
700
mm
Shon Coller Over siz. without lsl M ,tk
C1.3s.5.10
80
mm
100
mm
.26
467
671
11'12
1468
1828
2500
2980
3580
57',]0
'1814
11264
No.
203
244
Sec A
Rate for 2014-i5
Size in mm
Item no,
150
3
mm
mm
b
200
250
mm
mm
7
300
8
350
400
450
500
600
700
ClaaE- 15
80
mm
mm
mm
1
2
3
4
125
9
'10
't1
't2
13
(b)
,|
2
4
6
7
8
9
'10
11
12
E)
lal
1
2
4
5
6
7
8
I
10
11
12
(b)
'I
'100
125
1s0
200
250
300
350
400
450
500
600
4
403
OUJ
786
961
1621
1940
mm
mm
3460
5190
7841
mm
mm
204
mm
mm
mm
mm
mm
mm
mm
mm
247
326
411
603
822
979
1740
1970
mm
mm
mm
mm
mm
2476
3687
5428
7895
700
Lono Collar Over alzs wlthout lsl Mark
Glaaa.5.lO
80
100
125
150
200
250
300
350
400
450
500
600
700
Class- 15
80
mm
mm
mm
mm
mm
mm
mm
mm
mm
297
357
556
666
1 130
14{i0
2071
2644
3499
3859
5070
7224
13951
mm
297
No.
mm
mm
mm
mm
27
S6c A
Item no.
Unit
1
2
3
2
100
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
125
150
200
250
300
350
400
450
500
600
4
6
7
I
10
11
12
13
F)
(a)
6 Ko
1
3
4
5
o
7
I
1
2
3
357
s56
666
't 168
1646
2260
2754
3658
3915
5282
7493
700
mm
Lons Collar Over Size Suitablo to PVC/HDPE
2
(b)
^
l0
,l
1395't
Cm2
90
110
140
160
180
200
250
315
Kd / cm2
90
110
140
4
160
5
'180
6
7
200
250
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
No.
218
265
I
1
I
433
547
643
1000
1452
229
281
360
469
559
673
't057
1513
Item no. 3
MS tron Ladd.r
Providing 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
A
l
l
l
:
1
S6c A
:*ffi1T:unit
3
1
'-'
-
Balo for 2014-15
5
Item no. 14
C.l.Soecials olain ended
Manufacture, supply and delivery of 80 mm to 700 mm dia cast iron plain ended sp€cials
complEte as per lS: 553'1-1977 (Part- I to lll) or its latest revision if any, suitable for use with
A.C. Pressure pipes manufactured as per lS: 1592-1989 or its latest revision for various dia
meter and classes. The delivery of specials is to be made to GWSSB store or sites any
where 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.
id
65
Uo to 300 mm dia
1
Item no. 15
C.l.SDocials flanqe ended
Manutacture, supply and delivary of 80 mm to 700 mm dia cast imn flange ended spocials
complot8 as psr lS: 5531-1977 (Part- I to lll) or lts lst8st rovislon If any, suitabl€ for us3 wlth
A.C. Prossur€ plpes manufactur€d es par lS: 1592.1989 or lts lstest rsvision for vlrlou8 dla
mst€r and cla$es. Ths dsllvory of spoclals ls to be mads to GWSSB stora or 81t68 any
where ln Gujarat States inoluding all taxes, loadlng, carting, unloading, siaoking, insuranco,
octroi, inspection charges etc. comp.
1
80 to 3o0mm dia
Kg
350 to 650mm dia
3
7OO onwerds
Item no. 16
M.S.Speclals
M. S. Speci8ls plain & socket ends
a)
1
Uolo 300 mm. dia.
Ko.
Above 300 mm. dia.
2
bl
M. S. Soecials flanoed onds
Upto 300 mm. dia.
Ka.
I
Above 300 mm. dia.
Item no, 17
Supplyr'ng AC coupling with EPDM rubber rings and carting, loading, unloading and all
taxgs etc.
No.
I
80
mm
2
A
4
'6
7
8
'100
mm
't50
mm
mm
mm
mm
mm
mm
200
250
300
350
400
65
65
5
68
70
70
74
170
218
314
481
570
740
962
1236
2S
I
S€c A
j;##irunfta;ii.:silr*ELii.q.
llem no:
I
10
:2::::::::::#4
450
500
600
!,!:!il, l- 5/'4.+.e::r
mm
mm
mm
2!.,rt4l5iij:.
::-1!?
't407
1665
2258
't1
llam no, 8
Rubbor Rlnqs for AC olDes / CID Jolnts
Manufacturing, Supplying & Delivery of EPDM Rubber Sealing Ring with lsl mark as per
Type-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.Pressure
Plpe (lS 1592-1989) including all taxes loading, cartlng, unloading and stacking at GWSSB
store any where in Gujarat State includlng insurance, inspection charges, octroi etc.
comoleto.
For AC P Des
a)
"O" Type rinEs
1
80
mm
No.
27
2
100
mm
38
3
125
mm
41
4
150
mm
47
200
mm
67
250
mm
6
79
7
mm
300
98
JCU
mm
133
o
400
144
mm
10
450
mm
190
11
500
mm
330
12
600
mm
420
13
700
mm
550
bl
'v,. Type ringa
I
80
mm
No.
35
2
100
mm
45
o
125
mm
50
4
150
mm
81
200
mm
85
o
250
mm
97
7
300
mm
124
mm
tor
400
mm
169
10
450
mm
1Sl
11
500
mm
421
12
600
mm
499
700
mm
.5'
I
I
I
30
Sec A
s.rii:liilhd:iiilliiiiii
I ii irllii,,ilirl
',2)
!:!j:!q+r{nt3!1i|i[,r..ri$9
Suirrbl. tor CID Joints
E)
rif;ru$Uiiiriuiiillii[]r] .{+nili*i;it2oiil.rr+II,l
ffiM.ffif
1
80
2
100
38
3
41
12
125
150
200
250
300
350
400
450
500
600
13
700
4
5
6
7
I
I
10
11
mm
ffi*WrW:ml
No.
27
mm
47
mm
67
mm
79
mm
98
mm
'133
mm
144
mm
190
mm
s30
420
550
mm
ltem no. t0
HDPE Storso. T.hks
Supplyang Rotationally moulded HDPE storage tank with lsl Mark of approved make incl. all
taxes transportstion octrol etc. complele.
A)
1
100
2
200
3
I
t
I
ttllrt (uilh ou&id. Bl.ck colour
lit cao.
No.
& insido lining)
't003
2006
300
3009
400
500
4011
1000
5014
11
500
2000
2500
3000
4000
12
5000
10028
15043
20057
25254
30305
40406
50508
t3
6000
60609
l'l
7500
15762
102417
7
I
9
t0
t5
B}
I
A
Stor.g6 Trnks Wilh lsl
2
3
'!
10000
Stor.o. Trnks
100
Wit hour
lsl
M.
lir cap.
. awith
oulside Bl.ck colour & inside lininol
No.
132
1463
2195
200
300
31
I
:
lrtiiiiiijl ,
r,liiiiiij
4
5
slza,mllt
,
r
Sec A
,, :lhil
a
400
500
3221
4026
G
1000
8052
7
8
'I500
12074
16104
20313
12
2000
2500
3000
4000
5000
l3
6000
48751
11
7500
60939
10000
80170
I
t0
tl
t5
c)
3
a
5
100
200
300
400
500
6
1000
2
D)
24376
32501
40626
Loft Sroraoe Tank3 Wiih lsl M.rk (wlth outside Bt.ck colour & inslde llnlnd
I
l-oft
Sbr.g. Tank.
lh cap,
:
1013
No.
2027
3040
4100
l
a
:
l
:
:
:
A
a
5124
10418
l,lIfthour l$ m.rk (wlth outsld. Bllck colour &
lit cao,
No.
llr.l.l
I
100
2
200
'1157
3
a
300
400
2635
5
500
4392
G
1000
8930
878
3514
:
It.m no. 20
Mi3calrnaous frnlnoi
:
Provldlng and supplying at store or site oI work lncl. freigtL loadlng, unloading, slacking
insu. & all taxes etc. comp.
.)
1
P. V. C. Coupl,.r3 0
63
2
3
4
5
6
7
90
110
140
160
200
:
Kg/6r2 (F.bdc.t d)
No.
mm
20
mm
29
mm
4A
:
80
179
mm
254
428
mm
32
:
a
:
tiiHiiiiii
tor;l;irisH
;iiiii:ltiiii-ri,2 ::i,:j.,::r.;
b)
i::
P. V. C, Couple.s
t0
(ltlouldeo
Xgy'cm2
1
63
mm
2
75
mm
52
mm
136
3
00
4
110
5
140
6
160
1
c)
No.
mm
mm
P. V, C, Tail Pieco wirh P, V. C.
277
364
662
200
Fl.ng. 0Sl) H..w duty (Moulded)
No.
63
1
103
122
mm
2
30
3
90
mm
154
4
110
mm
209
5
140
mm
39s
mm
530
6
d)
Service Saddle 25 mm (ilould.d)
63
1
mm
h..w
No.
75
mm
94
3
90
mm
109
4
110
mm
120
2
5
140
mm
24s
6
160
mm
304
e)
P. V. C. Te6 (Moulded)
6
63x63mm
75x63mm
75x75mm
90x63mm
90x75mm
90x90mm
7
110 x 75 mm
8
110 x 90 mm
1
2
3
4
5
1
10
82
116
130
164
194
212
221
307
xl10 mm
10
140 x 140 mm
11
'160 x 110 mm
12
160 x 160 mm
It
P. V. C. Elbow
1
No.
63
444
560
622
(Mouliled)
mm
?
33
No.
50
a4
^
S€c A
l
:
::::::::!:::::.Unn.
Kllii*ii:i:rlii::;i:a:i$aehiiliiiii'::rrr,,:
i:::.hiairii,r:201 4.15
a
t.
i:.,i:::liiiiii:
3
90
4
110
mm
5
'110
mm
352
5
160
mm
449
mm
1025
141
234
1
200
P. V. C. R.duc.r
200 x 160 mrn
2
160
3
160
4
150 x 90 mm
199
5
165
6
140 x 110 mm
140 x 90 mm
7
140 x 75 mm
148
6
110 x g0 mm
I
123
7
r)
llrouldedl
:
No.
x l40 mm
r
589
334
245
11o mm
110 x 75 mm
119
110 x 63 mm
112
'11
13
90x75mm
90x63mm
75x63mm
h)
P- U- C-
1
2
4
5
6
7
D
1
54
B.nrl9Oo lFrhria'rallt , o td
mln
mm
90
mm
'110
mm
'140
mm
160
mm
200
mm
goo
P.V.C.E nd
lFrbrlclrldl 8-o ko
63
mm
No.
48
67
124
215
479
112
471
No.
58
75
3
90
mm
' 154
4
110
mm
215
5
140
mm
678
1070
200
mm
mm
90
6
P. V. C.
B.nd
1
63
2
15
a
72
2
r!
:
68
63
7
a
148
'10
12
l
goo
'1855
(lrouldedl Llottt
No.
mm
56
1
1
a
a
84
34
l
1
:
Sec A
,',':,:i::,,i:Unit,.:,,,,,,,,,,,
Itam no.
,
I
,:i::,!:i!!'lili::,irid:i:::ii:::::::::::::
90
4
'l
5
140
6
160
k)
141
mm
234
3s2
449
10
P. V- C. Band
1
2
75
90
4
5
110
6
mm
1,10
OOo
aMould.dl
H.rw
mm
mm
No.
77
114
208
mm
mm
529
635
Nota : All lha Rataa in inaLalal aactlon lnoludaa Val, lranaponarion ard *oraga
35
1
1
l
:
a
a
I
:
l
3
1
a
:
Sec B
ItEm
noItem
:---E6'.
LABOUR-SECION-q
Ratos
no.1-A
-,{o li.lnd , eDolvl
*, o''" ''r',""-'"" """"''"i;i;t;lil;
* ii6i ir:r. F6;;iin ;*o n,*n,nn u
LowErinq, laying & Jointing in posfion t(
prepared
., .
inside lining/Epory painting on
i:iliin;
unloaoln
a)
pto"*i
"i-J"iil'il##;;,:,::^.*::{,::::r,*f
,I
14
mm to 7 mm thick
1
168.3
mm
2
193.7
mm
3
219.7
mm
4
244.5
mm
5
273.1
mm
323.9
mm
355.6
mm
406.4
mm
7
upon prepared formation or
rrorn store to site or work roadins'
RMT
177.O0
r94.00
212.OO
x2a.oo
217.00
292.00
3l/t.00
348.00
38i[,00
157
mm
0
508
mm
11
59
12
310
mm
mm
13
660
mm
14
71'l
mm
559.0(
't5
762
mm
620.00
16
8'13
17
864
mm
mm
18
914
mm
19
s65
mm
20
1016
mm
b)
Above 7 mm thlck
1
559
mm
2
610
mm
3
mm
7
660
711
762
813
864
I
914
,
4
5
tt
mm
655.00
692.00
733.00
768.00
805.00
Rmt
509.00
550.00
s89.00
629.00
mm
723.00
mm
765.00
mm
mm
8t 1.00
849.00
mm
9O/r.00
mm
945.00
985.00
1025.00
t070.00
12
13
'l
t68
mm
mm
14
1219
mm
'11
462.0t
499.0(
534.0(
682.00
965
1016
1067
'l 118
10
420.00
36
Sec B
Un:t
Size
Itsm
no.
Rates for 2014-15
15
1321
mm
,165.00
16
1422
't524
mm
1247.00
mm
r
1624
1727
1429
2032
mm
t/t17.00
mm
mm
1513.00
't596.00
mm
't
't7
18
1S
20
21
329-00
762.00
Item no. l-B
L, 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 on
pedestal or chairs upon prepared formation or prepared bedding in trenches the rales
include conveyance from store to site of work loading, unloading, Jointing & hydrotesting
etc.complete.
il mm to 7 mm lhick
a)
'r68.3
1
mm
RMT
236.00
2
193.7
mm
26r.00
3
219.7
mm
288.00
4
244.5
mm
314.00
273.1
mm
341.00
323.9
mm
/O,1.00
3s5.6
406.4
mm
mm
437.00
/t87-00
457
mm
542.00
10
508
mm
594.00
't1
't2
mm
655.00
15
762
mm
mm
mm
mm
7r0.00
14
559
610
660
711
16
813
mm
934.00
'17
864
mm
989.00
18
914
96s
mm
r048,00
mm
mm
,t099.00
6
7
8
o
'13
'19
20
6
7
1016
Abov3 7 mm thick
559
610
660
711
762
813
864
8
914
,
2
3
4
5
761.00
813.00
881.00
I153-00
mm
mm
mm
mm
mm
mm
mm
Rmt
723.OO
785.00
842.00
901.00
975.00
103'[.00
'1096.00
mm
t160.00
37
Sec g
Item
I
IJ
14
965
1016
1067
1118
'I 168
1219
15
'10
1'l
12
mm
mm
1220.00
127a.OO
-mm
t338,00
mm
mm
mm
1308.00
1/t56.00
1523.00
1321
mm
1641.00
16
1422
mm
1761.00
17
1524
1626
1727
1829
mm
1880.00
mm
mm
2007.00
2127.00
2249.00
mm
2490.00
18
19
20
2032
It6m no.2
L, L & J of Cl Plps (flang€d Joinl
21
mm
Providing and making flanged jolnts to flang€d C. l. pip6s of all clsss8s / specials etc,
including cost of alljointing materials rubber packing, nut bolts, etc. labour hydraulic tosting
6tc. complete.
5
80
100
'123
150
200
7
250
300
1
2
3
4
I
10
11
12
'13
14
350
400
450
500
600
700
750
15
800
900
17
1000
llem no.3
16
A
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
E(ra Weldlno ol
Joint
427,00
4C9.00
333.00
601.00
823.00
990.00
1202.OO
1417.O0
t670.00
2095.00
2543.00
3162.00
3919.00
4629.00
5086.00
5852.00
6623.00
MS PiDe
Wolding in all positions with required number runs, for M.S.Pipes internally and/or externally
including gauging wherever necessary, flxing appurtenances and other accessories in
connection with pipe laying work as per specification.
Eutt Jolnta : Plate thicl(n€ss
,|
4 mm to 7mm
RMT
a59.UU
2
ebove /mm
413.00
38
l
Sec B
^
Item
ndtem no.4
Gas Cuttino of MS Pioe / PlatoE
Gas cutting(Either square cut or V cut) pipos, p lates etc. of thickness.
:
1
Up to 5 mm dia
Above
2
5 mm up to
RMT
10
L[il:P fo'zol+:ts
40.00
63.00
mm dia
Above 10 mm
81.00
Item no.s
L.L& J of G.l.Pios8
Loworing, laying and Jolntlng G. l. plpes with G. l. specials of folloMng dlamEters in proper
position, grade and alignment as directed by Engineer-in-charge including conw)rance from
stores to site of work, labour, giving hydraulic testing, etc. comple
I
2
40
50
4
65
5
80
6
7
100
B
150
125
mm
mm
mm
mm
mm
mm
mm
mm
14.O0
16.00
19.00
1
a
21.OO
29.00
36.00
46.00
5:i.00
Item no.6
L.L& J of A,C. PiDes
Lowering, laying and jointing A. C. pipes with A. C. Couplers and C. l. for M. S. specials oI
following diameters in propEr positlon, grade and alignment as dlredsd qy Engineer-incharge including conveyancs from stores lo site of work, labour, giving hydrulic testing etc
comp.
,|
EO
mm
RMT
35.O0
2
100
mm
39.00
't25
mm
43.00
4
150
mm
50.00
5
200
mm
65.O0
250
6
mm
49.o0
7
300
mm
106.00
B
350
mm
t22.OO
400
mm
t45.00
10
450
mm
t61.00
11
500
mm
206.00
12
600
mm
zt3.oo
700
mm
374.00
It6m no.7
Lowering, laying and jointing PVC pipes and specials of following class and diametgr
including 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
13.00
2
75
mm
16.00
90
mm
18.00
110
4
mm
20.00
5
125
mm
23.00
140
mm
25.00
7
160
mm
30.00
I
39
f
Sec B
Excavation for plpe llne trenches lncl. all safety provlslons uslng slte ralls and stacking
ted stuff rrp to a lead of 90 mis. cleaning the sirc etc, complete for llfts and strata as
ln all sorts of soil and solt murrum
ln 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)
.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
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
stuff as dlrected wlthln a radlus of 3 km.
of
surpl
1
Labour charges for flxlng wooden / steel water level indicator includlng all acc€ssorles and
I
ng all types of C. l. frame and cover ln C.C, 1r2r4 lncludlng canlng etc. com
cost of R. c. c.
Labour charges for lowering laying. firing, various size of M.
channel, angles plates etc. complete.
5. gecilon such
:
1
Es
Labour charges for lixlng 45 cm wide M. S. ladder made from angl€ lron or Flats, ln
poshlon lncludlng cost ofjor'nting materials etc. complete.
Labour charges for fabricating in position M. S. reinforcement of various dia.
lncludlng cuttlng, bendlng, binding with 16 gauge wire, hooking. overlapplngi
scrsplng etc, complete for water retaining and water treatment structure and thelr
related structures. INCL. COSI OF WIRE
- do - - do - for deformed bars
41
:
Sec B
lletn
rl
itlilitlfi $ii,,+t .irt;;,r,
iiiRd.i,lotizol+ tri;
Item no.16
Cutlino ot DiDei
Labour charges for cutting pipes with the help ol requislte tools and directed.
2
Plpe thickness uplo 10 mm
Pipe thickness upto 11 to 20 mm
I
Pipe thlcknsss upto 21 to 30 mm
4
Pipe thickness upto 31 to 40 mm
b)
R. C. C. PioerA.C.PiDe
Pipe thickness upto 20 mm
2
PiDe thickness upto 21 to 30 mm
3
Pipe thickness upto 31 to 40 mm
4
Pipe thickness upto 41 to 50 mm
5
Plpe thickness upto 51 to 60 mm
Pipe thickness upto 61 to 70 mm
lO cm.
12.q)
t5.m
1r.00
2:2,&
10 cm.
3.00
5.00
7.00
9.00
12.00
15.00
Itenr no.17
Er.ctino Pleca3i RCC Chernber
Labour charges for errecting precast RCC chamber for waler maln incl caning frcm stor€
and flxlng etc. complete (excluding excavation and refilling)
73r,00
0.60 x 0.60 x 1.0 mt
No.
2
i
964,00
0.90 x 0.90 x 1.0 mt
'1,30 x 1.30 x 1,0 mt
1rrl.00
Item no.l8
Firind RCC stand Dost with Dlat orm
Labour charqes for fixinq RCC precast stand post four taps.
Item no.lg
Fl na llahlnlno
r)
s35.00
.rra.t r
Labour chgrge tor flxlng llghtlng conduc.tors lncludlng llxlng copper strlp lncl
sultable Hole fast 6l sultable lntervels lncl fixlng earth electrodes In ch6rcoals and
salt 0.5 Cu. Mt. and welding copper strlp wilh copper Plates etc. complete.
No.
b)
D)
- do
-
for coDDer strip every one mt above or below 15 mt,
R. t\rt.
2A58.00
s6.00
Alternatrve on weiqht basis.
Ko.
12
71.N
l
3
l
a
a
:
l
I
I
3
:
:
a
:
a
a
:
:
1
Sec C
S6ctlon: C
Itm
oescriptlon of ltom
unlt
Rat$ for 2014
No.
P.C.C (M7.5) I :,{:E
tlass concrete
Cu. [r.
3318.00
With Form Work
Cu. Ir.
3850.00
Without Forms Work
Cu. M.
3698.00
Footing (, ithout form ,r.ork)
Cu. M.
4498.00
Footing for column or foundation (with form work)
Cu. M.
4682.00
Cu. M.
4957.00
Cu. M.
5200.00
Columns
Cu. M.
7156.00
Brac€s and Boams/ Ring beanvRing beams
Cu. [r.
6475.00
Top flat slab/slab ofvadous thickness
Cu. M.
6243.00
6.
Top/root Dom€
Cu. M.
6799.00
7.
Vertical Wall/Crindrical wall
Cu. M.
6535.00
Providing and castlng in situ mass cement concrete in 1:4:8
proportion using granitg quarEite trap m€tal of size 25 mm to
40 mm induding consolidation curing etc. complste.
2
P.C.C. t -10l6veling Cour8.
Providing and casling in situ mass cemEnt conorote in grade
M-10 (approx. coresp. to prop. 1:3:6) using granite quartzite
trap metal of size 12 mm to 25 mm incl. consolidation curing
2.1
2.2
3
C.C. (!r.15)
Nomln.l mlx
Provldlng and castlng ln situ C.C. in g.ade M-15 (porporuons
as per mixde8ign or as per Table I of 15456 2000 in masses
by w€igh batching ) u6lng granit6, quartzjte tlap m6tal of size
mm to 20 mm for RCC \/ork, induding scaffolding
centoring, form wgrk, needlo vibrated consolidation, curing
6
comp. up to 6 motor depth or holght (oxcluding cost of
rcinforcemont and neat finishing) with oentgdng and
shuttering etc. comp, for st uclure lor othEr than watel
retiaining.
1.
2
4
C.c. M-20 [ominal iilx (wlthout w.p.chemical)
and castng in situ c.c. in grade M'20 (porportions
as pe. mixdoslgn ota6 per t.bl€g of 15456 2000 in masses
using granit6, quartsite trap metal of
by,a,Eigh batdring
Elze e-mm to ZO mm tor nCC , ork, Includlng scaffoldlng
o6nt6rin9, fomllork, needle vibrated consolldation, curing
)
6 mgter depth or height (excluding cost of
reintorcement and neat finishing) with contering and
shuttering 6tc. complete for structur€ olhor than \ /ater
complote up to
-roviding
retaininq.
1: Footing (without form work)
ZI- fatini toicolumn or foundation
3
4.
5.
,a
(with form \,tork)
Sec C
D6crlption of ltem
Item
Unlt
No.
5
R.t s for
l5
2014
dTlfrlia
ttomtnal ttltix (wlth w.p.chemlcall
Providino and cast in=itua.C. in grade M-20 (porportions as
9er mixd-esign or as per tableg of 15456 2000 in masses by
weigh batching ) using quarEite tr€p metal of siz6 12 mm lo
20 ;m and or 6 mm to 12 mm including scaffolding centering
form u/ork, ne€dle vibrated consolidation' curing and
hydrauiic testing etc. complet€ (gxcluding cost ol
r;inforo€ment) up to 6 meter h€ighvdepth from Av. G L for
sll slructures wilh \^ater pDofing compound.
't.
ornoor slab{ith shuttoring
2l---Eottogo(om sl8b or floor llab - wlthout lhutterlng
Bottom dom. / toof dome
Cu. M.
7093.00
Cu. M.
5685.00
Cu. M,
7300.00
Slant slab/conical ltall or conical shell
Beams /Ring beams/Ring girders
Cu, M.
7284.00
Cu. M.
7357.00
up to'15 cm thick
Cu. Mt.
7595.00
Above 15 cm and up to 20 cm
Cu. Mt.
7265.00
Above 20 cm and up to 25 cm
Cu. Mt.
7012.00
Above 25 cm
Cu. Mt.
6942.00
Cu. Mt.
8209.00
2.
Flat botlom rlebmoor sleb/slab with shutterino
Flat bottom 3labfloor slab/slgb withoul shuttering
Cu- M.
Cu. M.
7656.00
6200.00
4.
5
oltom dome / Too dom€
Slant slab /conic6lv/all or conical ahell
Berms/ rino beams/oirders
Cu. M.
747
7a57.00
794:t O
6
u.jlo
Cu. Mt.
Cu Mt
Cu. Mt.
Cu. Mt.
3.
4.
5.
Eottom
.staO
Vertical Wall
6.
7.
B.
9.
6
10. Columns
C.C. M-25 Conirolconcrote forwater rotaining structuraa
Providing and cast in 6llu C.C. in grado M-25 proportions of
ingrodients as psr mix d6sign by wolgh batchlng uslng
granite, quart t€ trap motalof size 12mmto20mmandor6
to 12 mm including
scaffolding cantering formu/ork,
needle vibrated consolidation, cudng and hydraullc tosting
mm
etc. complete (oxcluding cost of reinforcement) up to 6 meter
height /depth Av. G.L.for all ,a/ater retaining structures
7.
8.
s
7
15 cm ihick
Above 15 cm and uo to 20 cm
CUM
Cu. M.
a20a o
7452_OO
:u.
7581.00
6.0
8842.00
Flat bottom slabmoor slab/slab with shuttorino
Fl6t bottom slab/floor slab/slEb without shuttoring
Cu. M.
Cu. M.
7741.00
6394.00
Bottom dome / Too dome
Slant sbb /conical \ rall or conical shell
Cu. M.
Above 20 cm and uD to 25 cm
Above 25 cm
10. Columns
C,C. M.30 Control concrata for watar natrlnlng atructu.aa
Providing and cast in situ C.C. in grado M-30 p.oportions ol
ingredi€nts as per mix design by !,,Bigh batching using
granite, quartzite trap metal of size 12 mm to 20 mm and or 6
mm to 12 mm induding scaffolding centering form!'/oft,
needle vibrated consolldation, cudng and hydraulic tesling
etc. complete (oxcluding cost of reinforcement) up to 6 metel
height /depth Av. G.L.for all water retaining struclures
I
2.
3.
4.
41
7q)2.OO
7974.OO
S€c C
t nit
D.scriptlon oI ltem
Itgm
Rate3 for 2014
No.
5.
Cu. M.
8071.00
up to 15 cm thick
Cu. Mt.
8349.00
Above 15 crn and up to 20 cm
Cu. Mt.
7992.00
Abovo 20 cm and up to 25 cm
Cu. Mt.
7730.00
Above25cm,
Cu. Mt.
7844.00
Cu. Mt.
8953.00
Cu. Mt.
202.OO
tltT
s5999.00
MT
60070.00
all
I?lT
64160.00
500
MT
64160.00
to
MT
65180.00
lss 432
MT
53959.00
MT
445.00
Step
973.00
sq. M.
197.00
sq. M.
190.00
Beams/ ring beams/girders
V.rtical Wall
6.
7.
L
9.
l0-
I
Columns
Extrs for ralslng / low.rlng of C.C.
Htra-Ioi raEfig / low€ring of C,C. for 6v6ry additlonal 3
meter of part thereof in sll RCC items of resorvoirs o. wEter
rctainino structur€s.
(for item 4, 5 , 6and 7)
St€el /Rolnforcem€nt bara
supp-it6cJd-fis, b6"din9, binding and placlng in positlon
€teel 8r per plen snd ds8ien and E! Per ISS 2502 lncludlng
cost of stoel and blnding wiro for regervolBhtructur€s only
9.1
including lift up to 6 meter height or depth below G.L. for all
diameters
Figh-';E strenalG6'r6a(EYso)bard cold t'nisted
deformed (CTD) bars confirming to 151786( latest) Fe
-
41sgrado
E.2
T6=tr6iffift;ffilAtttftated (rMi)bae
F6'4'ls sradE
for alldiameters.
9.3
6.-c"ffision Esistance=GaieRs) Fe 415 grade for
diam6t6rs cofirming to relevant
9_4
6=;6rm6aiiMTtbars
I
S.
conarming to relevant ls Fe
-
grade for all diametors.
9.5
Oo+nS steet
,tt
artneter Fe 500grado conllrming
rolevant LS.
Gudn-sTiia
(i)orlatest
10
steel
dinri"s
tol5Szr6
-
1962 or
Extra tor rabing St.ol bars
ffiJo=;Eins st;iffifor
e"",v additional hoight of
3
meters or part ther6of.
11
F-cc
aPral stalrcaae
Fd6ZirclrrJidiEil;iEic.sowiG c€ntral circular in M-20 as per
desion including M.S. rolnforc€ment, conl€dng, shtrttering,
form- trork acstfolding ,finishing and curlng lncludlng
provlding and fiing baluai€rs of 2.5 meter (',!ork below G L'
ior coluirn and fooling will be paid €xtra) for 1m radius and
20 cms rise
12
.
Csmont Pla.ter (20 mm lhick)
Ai--Cerent
plaster
m
pioofing mmpound of
mm thick in C lv1. 1:2 using water
approved quality including finishing
6r^
n;Wthout
6i ^^6^lata
wat6r proofing compound.
45
I
Sec C
It.m
D*crlptlon of ltem
Unit
Rat
No.
B
for 201,1
Epoxy paint to RCC
13
Providing and applying Epoxy paint of approved make to
concrele surface for RCC ESR of GSR or any other structure
including cleaning the surface by scrapping and air blo,,^€rs
to lhe
satisfaction
of
Engin6er-in-charge noo€ssary
and t! and giving
8caffoldlng etc. complete with all leads
satisfactory hydraulic t€st for water tightnoss aB per lS codes.
14
1.
For new surfece
2,
For old surfacs
-
T!t/o coats
T$Io coets
-
(a) lr.S. Llddor{Wthout saf.ty caqa)
Providing and fixing 50 cm wiOe L,tSLiaaerEOriEEEfr
M.S. Flats 10 mm x 75 mm wlth 20 mm dlE st6el bar steps tn
double rows, @ 30 cm C/C. The includo stays of 10 mm x 50
mm flats fixed at 3 meter C/C with r,velding anchoring and 3
sq. M.
96.00
sq. M.
103.00
R. Mt.
2803.00
R, Mt,
1058.00
.^.ta -^ri.^Riwa
{b) Note: For M.S.^rint
Laddor{Wth 3rfatv cro.t
Item 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 sleep
conugated aluminrum pipe 25 mm dia. complete with rubbers
shoreg at Iop and bottom available tn Aluminium any height
firrdl?mtr^/0mt
16
Water Levet
tndtcitoi/
Providins and
fr
Eept6Gffi
xtnsr,vaielGGil;AE6-ftffi-i!:
)aint6d on TW ptank 25 mm / MS ptate 4 mm thick flo;t
evel indicator stiding wtre on standad pul es ind. ne@ss€D
arangemenl to prevent th6 swinging etc. compl€te with
.^lihEti^h
t^
',^ 5 hr hal^hr
17
lonstructton /ExFinai6il6GG
rrovrcrng ano Faxtng u/ater tight construction or explniioi
No.
44.00
lolntE.
1. Made of
18
c.t. prain sheet of t6 o
iE-if,G-36Gifiid
R. Mt,
224.00
R. Mt.
314.00
R. Mt,
358.00
Kg.
851.00
'
o
100 mm
R. Mt.
R. MI.
2562.00
2998.00
125 mm
R. Mt.
3582.00
4.
'150 mm
R. Mt.
4201.00
:00 mm
R. MI.
s884.00
JV
IIN
II Ula wlOE ININ NDOEO HVU,
LllgIIl,"
dum
Coooor Liohtnino
9"kd typ"
limiiii
rrovrorng ano flxtng copper trghtning arrestor incl. copper
stnp and earthing plate etc. comptele (inct. cost ofexcgvaiion
lor earthing plate etc. rale per kgs of copper).
19
CIDF Plpes for ESR / R.servolr
rruvrotr'g ano flxng flEngeo steot cylind€r reinforced
concrete or C.|.D.F. / Class A pipes vertica y for R.C.C.
t(eservoir incl. providing ct€mps at every 3 mt incl. jointing
malorials such as nuls, botts, rubbor pacting, hydrauti;
restng and necessary scafiolding elc. complete.
80 mm
5
-------
46
^
Sec C
Unit
R.re3lor 2074
R, Mt.
7622.OO
7
250 mm
3OO mm
R.
9607.00
8.
350 mm
R. Mt,
11824.00
400 rnm
R. Mt.
14260.00
450 mm
R. MI,
17840.00
500 mm
R.
i/t.
21212.00
600 mm
R. Mt.
27690.00
700 mm
R. Mt.
36201.00
750 mm
R. ML
41261.00
Descrlpuon o, ltem
llem
o.
15
6.
9.
10.
11.
12.
13.
'14.
20
a
DIDF hi... 16. ESP I Pe..B6ir
Provlding 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.
2
'l
4
t
2471o0
150 mm
3630 00
mm
250 mm
6179 00
mm
350 mm
3OO
4mmm
450
500
600
700
10.
11.
22
1m mm
2OO
5.
7
B.
I
2',1
[Jir.
9354.0O
mm
mm
R irl
RMI
mm
mm
11133.00
13565.00
15289.00
?121AOO
R
26C25.m
M-S. Pie Rrilino
Providing an lixing 25 mm x 5.2 mm IrS railing with three
horizontal rows and posts of angle iron of size 65 mm x 65
mm x 8 mm RCC 150 mm and 1.15 meier height and placed
at 1.85 mt / c/c including painting two coats and anchorage in
lrrr
Kg.
73.00
a-.ffir Prinr 16 ESn
Applying any approve quality of cement Paint in three coats
Sq. Mt.
62.00
T.
Sd. Mt.
77 00
. or. .^n^laia
Fsistin. FSR lncl. S@roldino
17
ftr F q Q 6nlv
:
i
:
a
a
a
a
R.r. R.J' lo. rh.
ttrr
20ra-
t5
lndian stand6rds and @nsrEung RCC
seruice R€s€ruoir ol lhe followinq capacity and helqht, using data of S,A,C of Proposed ste, Seishic
Wind speed Zone,lncludins (1) Conlainer shape any $itable tyPe(d 6s sp€cined), (2) Stagino @nsisrjng ol
1 b.a.e resUe / shafi / c@bin6rion colm.. b.ace resu€ and sh6rt 6s apP.op.iate(d as sp€iied) and (3)
st at!(ircluding hard r@r ), castingl
round.tio system, This includes excava M i. all lypes or
rhick P.C C, levelling coers6 in [,1.10 , Rerilling |he pit wilh propq soll and disposing ot rne su,plus slurr withln 5
or 50 metqs. (4) This rill also include cm6.t plastd ln CM 1:2 wilh apFoved Mter p.oo{ing conpolnd ro
side lace of cnlainer. {5) All types ot labou & malerial cha€es or lo{€.rng , l.yng, eredi.g / hoislinq &joinhg
ot pipe alsembly or lnler, Olnet ovedow,washout snd bye Pass arangement as Pe. hyd,aulic design 6re ircluding
(6) P,oviding a;d Axing acc€sso es(sp€cified) lik€ [4S / Gl taddor Cl Manhols trame 6nd covers wat€r l€vel
ndiotor , lighleninE ;nducro., Gl Pipe rsiling arolnd walk way al,@f level al gallery .nd arolnd landing ol
lantern type wnulato. ldh srainless steeljali, (7) ScoPe of s
inside shalt, adequ;te cod l)?e v€ntilalors
g. l'4asonry chambe6
includes consruding RCC sPi.al statrcase wilh adequate tie beams ,stair.ase f@iing ,B
v€.tilaring shal and vsnlilators as well as d@r in shatr .(8) includi.! providang and applvinglhree coals
painv$o!rcen (ss sPecified) io the whole s&rcl!rc. (g) h also includos 3.tisIacto.y srer righhess le<
.ngln"' in chfig'
p$
lS, Cod6 snC Pllning ntm.6r!ch.n! &crP.cllyon lh.lank as P$ dn*ud
1s^.t,.att1ana ettrertatty) complyi.g Prolisions oa Elevsii
eil
q
ol
rcb;!
!h.rr b. h 6cco.d.nc. wllh proisron. ot
r6r6va.r l.dian stlnd.rds
) r.s. 3370 pan I & n 2009 o. lates revised
lll& lv1965q l.test
.1) 1.S.3370 pan
revised
,evied
lS 11682- 1985 d hte$ r€vised
lS 1893.2002 pan I to V d l6te{ revised
lS 456.2000 or bresr
(3)
o
ls
13920.1993.
lS 875
panl
ls 1 1089.
d
lat€$ ,evisad
to lll,l987
1987 or
o.lal6t
rovisod
l.r.srovised
hE.dieds shlll
@
ftan 6
@nte
obndatdv, Onebr..lna shallbeal found6don lav6lln.as6 ot lndlvld9ll
ati.:-iE/
"l
d;€"s@a;p€cm.d
Mi;a;
l*.
doslgn
hqi:dltl
bracing
.
{ or as
ps
std'
'ntdr6/sp'cr''canons
tader dala /spe.
rcauons sh6'r be prov'ded
-
oe
d*
.
i;;-B
Masry
spnar sbncase
@ilrom
cabln
witl
is outside
MS door shall b€
10 m heighl RCC .spnal
@siallbeprovided
Ue
\%ls
beams in mo.e lhan one dnec
l"@r
coEttuct€d
ihe staging.
G.L. is
i;ving mo.e lna.
1)
snitt o" p.*,oea .s pe' oesign
pfi Mx
rerered rrom sBc test repon or
st'att
loa srrara is met wilh o. gr@nd @re. raue is met wilh lhe sBc shan have ro be re
aarasr.ea. rr
scienlilically .nd lhe design shall be t4ised.
It]t3rlr]lm spac tg belw€€. hoEonla oracrngs shsllb€ 5 m(slorev h€qhl)'
@
)
,.iMpo.ents
thi"krE;
@lumns inrsnal
l@tlngs
!.
ba.s shan be us€d a
orcRS[MT
@1139
b€
l.'d.t-
.hal' b" p.*ded
s!.ncase d suitsble RC slsicas€
shall be
!Pto 10m' FoI Es
co'slructed
inside the staging with
o!.
..d
ta
r',ed float rype
/elelrdic ('s sp&ilied )'
i
:
1
,t
:
:
l
a
1
a
^
Rs./- tor
-R.r.
ab6ve 100000 to 200000 rite{s
litq!
5. Above 20!O0O to 500000
7
m. y... 2ola'15
Above 1000000 ro 1500000
1 500000 liters
lilss
8. Above
fr"=.
;T;'.;;;;;;r;"nil
tii"riig
-"i"*r
i,i,i,g .*
s."
:tlg:'jxY":j
sr
sr'3'.
same' rrcruams ercavaton h srrr'!€s or
rarllc
bv
dus
D
soir / to proteit riom corupse
*o
"*"-"'ing
'ni
ro; bos€
ns strun'ns il reqLned
'ear
Rerir'rns $e-Pr {u [op€r *f:^:11
.. ui"r p.C.c lever;s co{'se in M'lo
::.:f"]:1*
comPdnd
uth applo!€d wate' trooling
in cM
ol
olasGr
""i,"g
lncluding
ceme
surolus stull wftn a lead of 50 mete6.
ravrq
charees-or-row^enns'
m6."nar
or rabou and
i"Zr'a'"g ai
#fi#;;;;;;';;;
pass adaneement as
bve
'vp'"
6nd
'"i-,"."i
wash@r
o''riit
o*'now'
inr"i,
to
; p'p,
i-i,
100
1
:2
ii.r.,i "*ii,iiis
"."".urv
;--.."""d,"i"o"""".-es[k-[ls/GlLadder'c-ManMef.amea.dcovg,Mt4levelindicatq,
.
cod Lr; ventilaio; d hnt€rn ryPe ventrElo' wirh slanleis sl€€ljail'
- @r.rd6
/ snotrm ,o ue
ircim
nam or
and
r's
code
ps
rdd6
Pa'nuns
;;" *'i't".*r, *a- iri*t" ree as
:.
Last
i;iilil,.;;
.nd caoacitv on lhe ra.k ss per dnedon of enging in
of lndisn standards
iil ra
o
fd
6r GSR / SUMPi
p.n I & ll 2oos d latest revised
i1jtiS=-Ei & rv 1e65 o4E!l-l!y!4
i-456 - 2oo0 or lal€.1llvised.
1964 or tai6l Bvis.d1r-Ls
2ooo - i!!1919!eli
14!- !9q
(3)
rs 1as3
(4) 875, Pan 1 3.1!qq9q!Ey!39
rrr
-
r.s.
1o
sPs'fGd rhe sunaue
"l',iil,li.?iJi'll",llii-g;;e
stz€ahaiiba
r*a;s
ps, d,air.u'
td cap6citv'
n aloaanie wrrr rrvaaurc requneme sh'rr b' 6d'pted
all b€ adopled'
- _--o
rv +ace
rrana arear at s,te i aep9999919119191
tulnP should
proposed
lhsllbeptldls
.i,"rro"-utonth!-tnoomagffi
iaf) Trx mhlmum coi.t i.
dh*
ste€l
on b.
.m,m
str6
used wllh apFoval of c' E r in siurttlorl ol
{.
:,?;.:;'":'#'ii;iio.
.' 'a''"'s cdp"ren
;;"rice c w s s's' i"r'ni'"'m
th(k.ess)
or
rcn tva'labJrty tn market withod 6115 @st'
i speqr@l'ons
'@ru
drmms;ns sp*iried ror various comPd€nrs 'n ren'
/ spacirEatds sh6l b€ p.ovded wilhqn fa'L
Irom data sheel. ll
*,i
*"ll
poor so is lound / w6t€r tads 6 met wlth duing 6xc6vauon
o. revis€ No exra sh'rr be Pald ror incroas€ in
't
be scienrfic
sBc shsll"'*
"-**ir"J
"iJl"*"
v*'. nor qr'dn6d n rondor
i,,i, n *";;a;ffi"*,
"",rE;Aii
diwaterlig drfit txca'ltron tklng 6llurang'm'nt
tr r)inc rare ;nrl ircluoe-cost ol
li:i,"Jl'# ffi #'-;,iloiiiii !'i,l'*ii'"
i#;ifi;,;a4
fi
not
l@t
7.5% rare shsll be redoced'
50
rr
cwi
/ udin E ;entroned
when
u'.t"
Boro
p"",*"o:"--1-.*
rn tender and
duns ercav'bn
:
:
5)
Any .harse rn size, shape. deprh betow cL. hotghr above Cr, war-i aepur,
or
oe
in *ePdo.Er @se d€ ro site condiu@ d hydEulac desigs roquieneot by c.E. No exra shal b6 paid fd
6)
(17)
Anycharge h d6ra, drmssions, strape,
be redwed p.66re_
gf
When cap6c,ry
/ Sunp is > 20 lakh rits two
{18)
Agercy sh6rl en9ag6 qualified (at reasl graduate) @sutung engined rd desiqni.a r'e
(19)
75% pan
F3--E
warer@na
redE6 qu6.ury ih6 p.ymal shal
it
r.te sh.rl be
hydraullc lesting
nenuaEii
d
suirable
@mpsnmdls sc.eptabte lo e
srftl,-
and he
ite.. colaiiq ,nfl
"r rcit shal be
is pstdmed 6s pd rnds conditon. Ti[ the
:
/
:
payabre ror concrele, retnrorcmeni and plsslering
tq Mter righrness
speificarions
Sr
lreaied
No. 1 to 19 ar6 pan and parcet of render
2(a). Add ror cap8city above 50000 upro looOOO
:
1
a
wlrh cov€r
shall b6 lnc.eased by 2%
sllb ro b€ corurEr.d
!l
srte srruarcaln
:almGEiEIliiii6
:
1
2(a). Add ror c6p6city above 5oooo uBo
:
1OOOOO
:
.do. 10lacs lpto
7(a).
{c
1
5
rs6 upro
15 tacs
50
:
t&3
sump) with cos slab to b€ con$ruded ar site siuared in
incre€sed by 2%
DO- Dor€.tangular sump wilrrot qrer raOre
*i$ic
rone v, rhe above rates sh.[
51
i
Sso
a). Add for capaciiy above 50000
'rpio
100000
lite
3.C6t of 100000 lit€r8
For GSR(U/G 31lmp) wilh cover slab to b6
con6lud€d at sitg situat€d in selgnlc zone V, the
,i6maCr
caeadv abov€ s0000 upto 100000
co€t of 1 00000 lltors
alfip) wltr ooraa abb to ba
oonstruotcd st rlto ahugtad ln aolsmlc zona V, lh€
ebo\,3 reiga sh€ll ba lnc,rssod by 2%
ertrtor .lrrhce
Ouidttnor{ungnhu
tor CMI Structua€ only
surface tn CM 1:2 havlng thicknes6
40 mm to 50 mm (Av6.) for toam. b6c€s. colur
and contal.Fr slab lncl. chis€llng and scraping
coocrBts cleaning the surfacs wilh water and
prcs6ur6 and includng povlding and tixlng
posltlon stg€l wirBs rquaG m65h ?5 mm x 75 mm
p€r 15196$1982 3.15 mm WUSq lvtl 1. Kg v
u/6lding wherever nocssary with main
csnent ind, t log blndkE with wiro ird'
c€nterlng staging all equlpm€nt and
mrtoriab;tc. oomplotg lrd. lebo. and tesdng of
52
Sq. ML
Cl
Sec
qunnltlne lnt6m.l Su acc
Mor
Proddlng tho gunntdm io
surfaca of c.rn€rn
/ 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 ard
scraplng loose concr€te end plastor Ind. prwldlng
and $dng ln polilion
6 lhm dla. mttd sts€l barg
al 15 cm c/c bofi $/aya lncludlne
hbdcr{ry end oo6t oI blndtrE wlGa Indudlrle
lBlnforcsmcnt
, staglng al] 6qulpmsnb €tc. coriplot
irdudlng EcafioldlrE , carong of all lypo of material
centadng
and equipments to slt of uo* and gtvtng hydraultc
testirE up to sadBfacdon oI erEin€er tn - at|aBe .
--or top . bottom of ESRI/ GSMank /ctst6h
Wth vorticalwalls ,columns,braces and shalt up to6 sc.M
m heioht
sq.M
Do- for RCC co.tt in€r
SdM
beis[
5
455.00
Do- for @lumns ,bracas anO strat stagingtbove Om
hstde)
Prc6rure Groullhg
Providing pr€ssure Sroutrng st 53 Kg,Sqd h
requirrd rodrgEag fashlon as sp6dfed sl 1.5 m
,r.tx)
inlerval as per slt€ condidons to stop l6ak6ge3 ftom
weter ratalnlng 3tudu.€s hdudtrE e.rpply of csment
end herdenlrE ahemlcal, bdnglng 6qulpm6nls like
corhpaBssor and 6ll scaffoldlaE u,orb to g6t smooth
finlshing as directed by engineer tn
0lTo
masooarv
chaE
.
stuctlrca
nifi r-^ rr^L- a;-;:;;i::urntrrlg 4s mm ula. Iro€t ln
Bao
o.oo
86q
s€6T--
RM
486.00
masorEry/conqet6
Blructuros wlth provtdtng and fixtng SOO mm tong Gt
Plpolinc for prs.!ur6 glDutllg tndudtng suppty ol
n6tedel, machtnades and lsbour cost elc. comptele.
53
Cl
^
i
a
l
^
1
^
l
a
l
a
:
Sec D
Section . D
Unconvontional ( Non Mochanical ) Water Treatment Plant
Designing (hydraulic, process, structural and aesthetic),
cgnstructing and commissioning hlgh rate Unconvontlonal
Wrter Trertm.ni Plant( l,e. Non Machsnical) consisting of Clvll,
M€chanlcal and Electrical component8 of vsrlous sub-works 8s
given below; including necsssary hydraulic tosting and trjal run fo
3 months, etc. completo as dlrected by Englneer'ln'chargo (turn
Areation Fountain/Casecade aerator
Mixin-- channet- wlttr vaitury flume/partial
flume and flow
RCC H-opper bottom units having slope >45 Deg as pgr hydru
and process deslgn with detention period 15 minutes and
surfac€loading rato 80OO liters/hour/sq.m and.depth 2.5m uslng
PVC FlocModul€s @45 deg fabricated from squars tub€8 wlth
supporting ananggment and s
Tube Settlers
RCc Hoppe-bottom units havrng-sbpe >45 Deg as per hydrulic
and process design !/ith detention period 40 to 60 minutgs-(as
specifled) and surflce loading rate 6500 liters/hour/sq.m with 3 m
dipth using PVc tube settler Modules @60 deg fabricated from
tubes with aupporting arrangement as well as sludge drain pipes
filters.
id sand
FiCi*usanee;amea strLtcture with infill brick masonry walls
and Rcc filter beds with sand and gravel bedding as
hydraulic and process design adopting 6000 Liters/hour/sq'm
fiiteration rate with 2m wat€r above sand media with under
drainage syst€m and inlet, outlet, backwash (rate 600 LPM pe
sq.M) piping and valves/gates anangemerljg,Pgl-!99!g!j!9
Chemical house
Rcc framed
stmctrJre with brick masonry infill walls 'ground floor
and fir8t flour area as p€r dsta/specifioetlons shall be provlded'
Mlnlmum ol€ar hsad room for door3, pessa96s, gallsrios eto shall
Ei[i7ft;1'/th-;]ifi
s,
canvrn
pipi ns
by.Tcl solution with
@
E
g,doslns wlth
t"m-ai=;a-intental-lea;iicztion as per planning
and
of designed quantity
ered water in a day (+) 'l0o/o with 8 to 10 head (as speciliedl
ash water tank shali be constructed on RCC column/slabs only'
@%
water
s with 100% stand
54
Sec D
Item
Description of ltem
Unlt
Ratos'for
No1.13 Air blowers capable of delivering 750 to 833 LPM per sq.M of free
air 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.sjon
Alum store area as per data /specifications
1.'15 Sanitary block with necessary water supply anO Orainage
anangements .
1
201,4
15
lnter Roads as per planning and design of asphalUconc.rete(as
soecffied)
.16
1.',17
Rates given b6low are inclusivo ot upiift pressure iiTn!:nOdewatering during the entire work using any appropriate
fechni.rue-
1.'18 Note
s@
(1)conditions rrom
of th€ tender and must be lncluded ln drafl t€nder papers for the
lttolk of l,n.onventionel trcalment ntentr
(2) The nscessary
condltion and proj€ct r€quiremenE at ths m6 of preparlng DTp's
c@
(3) Arr other detaits sharr
soecifications.
(4) The fottowing rates
sites falling in zone lV and
% respectiv€ly
be-ilE cEfii-iiEri-i-id
affi
V
rates shall be increased
5olo
and g
(5) The rates includes excavation, refilling and throwing awa!
extra stuff to lead up to Som
(o) Hydrautac design critgria approved by Technical commilte€
shall be referred and itEm
description
accordin.rlv
shall be
modified
\r,
o(uc.urar oesrgn cmena approved by technical committee
shall be apolicable for desion.
to, l..,eslgn now snarr De specitied in M^3/hour in data sheet
considering 22 hours WTp run time in a day to treat requjrement
water quantity of a day (i.e 24 hours) of population to be served
with. design.rate of water supply. No separate overloading
r)r vici^n.h.rl ha L-^
\v, rne ro owng rales are tor preliminary or rapid estimate of
WTP
t.
rtxeo cost up to and tncluding 1 MLD
Job
4,
No
2022000
ror capac[y aDo\€ tMLD up to 2MLD
^qo
\.osl or ZMLU lrcatment plant
MLD
'1517000
No
4.
Add Ior capacity
J.
o.
MLD
3512000
'1335000
\,osr or zr MLU lr8atment plant
Aoo ror capacfiy aDov6 4 MLD up to 1oMLD
cost ot r0 MLd tr€atm;;i;E;i
.roo ror oEptqlty oe]ono loMLD
7.
ab-w7MLD-I!G7M'LD
55
No
MLD
6129000
'1288000
No
13832000
MLD
1
107000
Sec D
Unlt
Item
No.
Rates lo.2014
15
2
conv.niional WTPIDescriotion of ltem for turnkev Tender)
proc6ss,
(hydraulic,
structural and
aesthetic),constructing and commissioning Conventional Water
Trgatment Plant consisting of all Civil, Mechanical and Electrical
components of various sub-works as given below including
necessary hydraulic testing, structural testing, equipment testing,
trial run for 3 months, etc. complete as directed by Engineer-incharge (tum-key job). The design shall confirm to IS/CPHEEO
Deslgning
2.1 Aeration Fountain/Casecade Aerator
2.2 Venturv Flume/Partialfl ume
With necessarynow measuring devices/meter consisting ol
mr.hrni.rUrti.ritrl indi.rtor
Flash Mixer
:
7090 ol
2.9 R pla-;lxln,-de E--daslgn conflrmlng to lS
gradient
sec'l
30G400
1g8s.Dstenion tlms 6Gecond, vgloclty
,.r.L .66- ^6^r a^i m^r^' a.<amhh,
6ar.leql.ih
^a
2.4 Flocculalor
iliir*r'"r'.minn to ts : 7208 - 1974 (Tvoe-C) .
Datention oeriod 3omiut€s with flocculator
r .6.! m^t^r a<<amhlv es Der desion
palldlgs-
2.5
diffientjon
period 2.5
(to
hours, overflow rate 30 cubic meter per square meter per day
be specified), Weir loading not more than 300 oubic metor pel
meter p€r day, with mechanical sludge scraper confirming to lS :
1982 and bridgo as per design wilh gear and motor
10313
-
2.6
tbqsc-
H;id
Sand Filtars and Fitter
FiCr desflned6-friiEiion rate of Sooo liters per square meter
per hour, minimum 2 beds Ior plants up to 10 MLD, for larger
planis as specified, pipe gallery and platform minimum 5 5 meter
al
Filtor Media
LftAG-i;.zt
'1.7
mm, unlformitv coefficient not more
nor less than 1.3, depth of sand 0.75 M, free board 50
than
cm, gravel 0.45 M in depth, sand and gravel confirming to lS .:
846i(D - 77, backwash by air wash(if specified) and hard w-ash
by waiar, standard appurtenances (to be specified), rate of flow
controller, filtor gauge, sand oxpansion gauge, stc.
to.76
Wash Water Tank
Wast'ffiiEnks of capacity equal to 2% of designed quantity of
liltered water in a day (+) 10% with 8 to 10 head (as specmed)
Wash water tank shall be constructed on RCC column/slabs only'
m6terof free air, ol
filter area with presJureg 0.4 kg/square cm at the undgrdrainl
@are
alnnol^ atan.lhv\
56
Sec D
D6sc ption of ltam
lnlet, outlet ,wash water inlet -{utlet and all typea and sizes of
All types gauges and m€ters required foi
fiGi opEEtionEad-
Chemicat House in rwo storyesltt,cor wEe--Ei-iIf6d@
RCC framed structure with brick masonry inflll walls .ground flooi
and first flour area as per data/sp€cifications shall be prcvided.
Minimum clear head room for doors, pessages, galleries etc. shall
be 2.'10 m. lt shall be 2.40 m in cas€ of Atum dosing tank.
Ground floor to accommo0ate so
days;ifiEiuiddG;a
Sun
irst floor
llodate alum and lime tanks
ution
Minimum 3 tanks (one tor preparation,-66ii1?-i6lii!-in-E
thi.d as standby), each tank capablE of giving g hours maxt:mum
dose without interruption, minimum free OoaiO O.gO M, trays for
dissolving, level indicator, mechanical agitation devices, solution
feed 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.nt
loor
As per calculations-go
nel
n6T
Store ( 5.00 m
Total Area of Ground Floor
As per calculations +
Le
Stair
ofF
57
Sec D
# Nolo: Sprco tor plpe gallory, platform for valvo op3ratlon stc. ara includod ln flllor house
and hgnco romovad from th6 ar.as ot chgmical houge glvon undor 15 oftho londot.
2.8 Storo Hous€ lar6a as sD€cifiod)
Suitable for alum storEg€ o, three mooths r€quirems[ ln monsoon r,tith 10% gxtra
..aq.itv l^.
^tha.
e'
'h.l^,
..ti^I..
2.9 Vacuum fe€d type Chlorinators
al
-
make to be specif€d and approved by GWSSB.
C^^nhln^ t6 lS ! I O53? - A pr.t - ,/'lOR?
Rlta ol wlthdrew€l
TAff6AMTITE T'A'E'
C
fKo ofChodna Oischaro€ 06. drv Clllnd6rsl
t0
4A
a7
6.35
9.50
10.75
14.50
20
16_
10
21-24
1A_70
28.12
Chlodnelor oouibment and contalnar r.)6m to c.hfm i6
:) lS : 10533 Parr - 1/1983,00% standbv shall be orovlded.
psss
2.10 By
arangements - C.l. or M.S. plpe6( as speciligd
27
J)
DGinagg anangements
-
)
of slz6 as per deslgn
RCC pipes up tic plot boundary (as spocified ) diamete.
2.11 El€clric inslallationBoth intemal and oxemd including entire plant area (aE 6pecifod).
2.12 LaboEloru eouiomenls
Ae nar ra.rimmant lt. ha.^a^lfia.l .lrrrind ten.la.indl
2.13 Sanltiarv blocks.
Carpet area I 5 square met€r mlnimum up to 25 MLD and 25 squarc met€r abov€
,< Ml n 1^r qa ah..ifiai\
2.14 dmlnlBtretivo block and int.mal mads.
-
215
To accommodatg office room, chlodng rcom, labo€toly room, pangl bo6rd room,
blower room eto. and asphalt aoad to connect all units from main gatE of plot.
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 tend€r end
must be lncorporat€d in d€ft tender pap€rs of conventlonal treatrnent plant8.
(2)The n€c€ssary changss should be canied out as p€r Site condition and projecl
requirem€nts at the time of proparing OTP'S lnlet chamb€. can be dppp€d when
A€rator is propossd otherwis€ it should b6 included.
l$rrullc dcllgn crlbrh lpprowd by T.chnlod commltt . lhrll
d.rad md lttm dxcrlptlon ahdl b. modlfl.d roootdlngly
(,1) ltruoturd d.rlgn crlt rlr rpprowd by t chnlcd commttt.. .hrll
(3)
br
ba
lDlllcrbla tor dallon,
(5) O..lgn flow 8hall bo apoclflcd ln ii^ghour In d!t8 ahoot consldorlng 22
hourr WTP run Umg ln r day to traat requlromont wltar quanuty ot a daf l.e.
24 houra) ot population to l,. aodod with d€algn f.to ot wate, supply. No
aopaJata ow oadlng provlslon ahrll be kept in any tandar clause.
(6) All oiher d€tails shall be as p€r dosign critoria and d€tall sp€cificalions.
(7) The rollowing lat€s are for altes falling in seismlo zone lll lor slt6s falllng ln
zon6 lV End V rates shall b€ inoreasod 5% and 8 o/o re8Dectivelv
58
S€c D
(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 upto1MLO
Add for capacity above 1MLD up to 2MLD
3.
Cost of 2MLD troatment plant
up to
Co3l ot,{MLD trratrnent plant
Add for capacity above
7-
up to
of 10MLD tr6atment plant
Add ror capaciv above 1oMLD to 25MLD
1061000
ot 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 sq€€n under drainag€ sy8t6m for filter b€d3 wlth fher media
llef sand in plac€ of conventional undor draln system with gravol supportlng
1.
Flxod cost up to and lncluding up to 'l MLD
Add for capaciv ebove 1 MLD up lo 2MLD
ot 2MLD f6atrnont plant
Add for capacity above 2MLD up to 4MLD
5.
6.
7.
8.
Cost of4MLD tre6lment plant
5283500
c€paclty above 4MLD up to 10MLO
ot 1oMLO tr.atment plant
capacity abov€ toMLD to 25MLO
Cost of 25MLO t€atment plant
'to.
lo
ior cspaciv above
ln9ttm6nt plant
12.
io
ot |0oMLD tgatn€r plant
14. Add for capacity above
1
Slow Srnd Flltor
Prcvldlng and erecting slovir sand filt6r lncluding sodlmontaton tank
olvll attrotuE lnd plplng .nanoem€nt lnd lllLr madla contd unlt stg, cornpl€b.
59
Sec D
4
Pr...ur. Fllt.r / Prcklg.
WTP
Deslgnlng, provldlng, fabrlcatlng prossure filler/ package WTP transportinq to slte,
installing, te8tlng and commissioning at slt€ lncludlng supply and erection of
prossure pump 6el with all electical u/ork etc. complets on6 month trlal run with
guarantee for on6 tlear,
Capacily 0.5 Mt O
MLD
650000
Capadty 1.0 MLD
Mt.D
706000
Capadty 2.0 MLO
MI.D
8't7000
Capadty 3.0 MLD
MLD
928000
Capaclty 4.0 MLD
MLD
1039000
C€padv 5.0 MtD
MLD
'1150000
fra.tm.ni Pl.nl, llachanlc!|, El.ctrlcal
5.1
t
l.c.lhn.our ]t m.
Flll.r L.dl.. t.hd fttt Pr.ld 3.nd Ellt.. F.rl
Prcvldlng & Suppllng th. filt r ssnd ot speclied efiectivo slze (0,45 to 0.70 mm)
and unlformlty c!€flioi€n( not more lhan 1.7, nor less lhan 1.3) and laylng ov6r
grav6l suppon cpnfirmlng to lS : 84gl (l) - 77 ln fit66ed of requlred dspth aE per
Cum
1320
design and drawing.
Up to 250 km from Godhra
Add beyond 250 km
5.2
PEvidlng & luppllng 9rlv€18 ot dlficonl
dz.
l.
p€r d€algn and dnwing
.nd layine
ln la)€r8 ln frlter beds
I lh t^ ,qn Lm lhh e^ihE
Md belond 250 km
5.3
Km
33
Arm
l3zo
Km
3:l
lnder Drrlh. SBt.m:
Providing & layng & tixing PVC latorals (plpe8) 6 kgy'sq.cm ot slzc & psrforations Sq MT
as per the hydraullo d€slgn to r€818t 10 m Baok wssh water head for fllter bed area
5.4
Fl68h
illxori
2j200
Apaaturaa
Provldlno, hlbllhg & oommbllonlng Flash mlxer lmpgllor wlth moto., gear
arang6mont & rl€ct ical cabl9, connoctlons, oontrol panols otc.(slzo a8 paa do6lgn)
thp
No
25000
2hp
No
,+0000
3hp
No
65000
5hp
No
80000
7.5hp
No
110000
1ohp
No
'125000
12.5hp
No
170000
KG
7A
I.S. Gat
E
proddlng ,6bdcdng end frdng,/lmblllng mlld 8te€l gEt€s ot Eize as p€r d€slgn wifl
o€rating handlo etc.foa by pass arangamant
U
S G.1..
5.54 C,l. G.tar
provldlng f.brictlng and flxing /insl,alllng C,l. gates of size a6 per deslgn with
oeratlng 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.S
with chequor€d plats platform 1 m wldg, Bcrap€r3, lloqJlator conn€c-tions with rails
and wfi66ts mlating arrangement incl. perlpheral holly, cenlral bearlng €lc.
completo slz€ as p€r d6sign.
M.E. Brldg. wlth Floculator & Scrap.r
Motor! and Gearboxar: For clarl
B
dga
moloc of r€quiFd RPM md 3 99!r box !!!rmbllr! wlth ons
unlt 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
cogt. of valveJsp€cials/nut bolls/rubber packing
labolr, equlpments, matedals required.
/
lncludl
key to operate valves incl.
'lO0 mn dia
200 mm dia
25O mm di6
500 mm d
600 mm dla
Provlding, installing & commissioning Air aglta{on systgm lncluding Blovirers(4o
$n20t
HP), plping and vatuE arrang€monl €tc, as per de8lgn FOR ALL BEOS
Stlrror:
Alum atir6ra wlth moto(1 HP),
ngomonl & electrical cabl€, conn€ctions, contol pan6l8 otc.(size a8 por de6i9n)
Pumplng Machinarioa
, lmtalllng & comml$lonlng pump. for tllllng
lrb usa a! per deslgn lncludlng all €l6c1dcal csble connoctlon complele cgsldgrlng fit€retlon
A8 Per Medl
SOR
For wEBh watsr tank
Lo!! ol H..d lndicaior:
Llftlng Devlc6:
61
I
Sec D
Ite.rl
l\lo.
De3cription ot ltom
R.te3 for 201 4
15
Providing, installing & commissioning Lifting Device including all electrical cable connection
complete:
Chain oullev block 3 tonne caoacitv
SuoDrotino MS oirder of liftino device of reouked size
Travellino Trollev
HOT
EOT
5.15
No
RInt
No
As Per l\,4ech
SOR
No
No
W.iohino M.chine
Providing Supplying 500 Kg capaclty weighing machine at
No
10000.00
No
350,00.00
destination
Providing Supplying 2500 Kg capacity weighing machine at
Ch.DiaI n..iha plrmh. ih-l f-hL
Providing and inslalling chemical dosing metering pump model V.
No
12500
12 with PP head and flow of suitable size
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. items
E) lnternal
LS
As por R&B
5.16
b)
External
LS
c) Cables
LS
LS
d) Panel Board
Chlorination Plant:
Providing, installing & commissioning Chlorination plant as per design capacity with att
equipments for pr€y' or post chlorination.
Gravitv feed tvoe chlorinator
5 Ka / hr caDacit,r
Set
35000
Presure feed tvoe chlorinator with iniector booster etc.comolete
5 Kd / hr caorcih
Ser
,7ffi
5.19 R.fillind of Chlorir€ GeG Cvfind.r :
Refilling of Chlorine gas in cylinder including traspon ion to and from factory and back
5.18
.) Chlorine cvlinders 900 ko
No
b) Chlorine cvlinders 1OO ko
No
No
cl Emeroencv drum lickaoe kit-900 ko
.-11 Fmardan.v.lnrm li.krde kir-1OO k^
d) Chlorine oas meterinc arrenoemenr
No
801)0
lam
4aom
420m
Set
35000
5.19A Transportation of Chlorine Gas Cylinder with loading, unloading, Cylinder transportation
should have a Licence public liability insurance ai 1991
(A) lOO Kd Cvlin.ler
150(l
lB) 900 Ko. Tonner
Per No.
3000
5.20 SuoDlv of Chlorine Cvlindors aEmDtvl
Providing and supplying Chlorine gas cylinder empty of required capaciry with necessar)
erplosive certificates includino all taxes
a)
Chlorine cvlinders 900 ko (tonner)
No
651t00
62
f
Sec D
tion ot ltom
Itoln,
Uni:
R.i..
b)
5.21
for 2014
t5
No.
Chlorine cvlinders 100 ko
No
28tXrO
lrbor.tola ln.trurn6nt.
Dtalrrl PH if.r.r
Provldlng and supplylng mlcroproca3sor based dlgltal pocket PH
.l
i..tA.
..^.^vA h7.h.l/arEllh,
^l
bl Dldlr.l TDS m.r.t
Providing and supplylng microprocessor based digital pocket TDS
ro<ro.
^l
.^^r^v6
,t00,00
No
7000.00
No
2500.00
hran.l/^".lih,
cl Flourid. Test Kir (Didit
Providing and supplying flouride spot
test kitof
approve
vaccu conEol lyDo gasious chlodnaiion plant.
Providing. Supplyng & installing Vacuurn Control Ditrct crllnder mount.d gas
chlodnator including necessary flttlngs, installation and commissioning of plant incl
5.22 Chlorina Safety equlpmenls &
Clamo & controlvalve with lniector.
A. 1 Ko. CaDacitv
B. 2 Ko. Caoacitv
C- 3 Ka. Caoacitv
B
No.
No.
No.
Providlng, Supplying & installing Vacuum Conttol Diloct wlll mountod gas
chlorinator including necessary tittings, installation and commissioning of Plant incl
ClamD. coooer oioe. ferule filter & control valve with iniector
A. 1 Ko. Caoacitv
No.
No.
D 5kd Caoacitv lcabinet Tvoel
10 ko. Caoacitv lcablnet Tvoe l
F
F
H
't01800.00
tl3l00
Oa
t5r300_0a
3 Ko. Caoacitv
D
93500.00
121000.00
139100.00
2trroo_04
2etnoo 06
NoProviding, supplying, fixing,Grocling & commissioning of Pan€l Mounted
Chldrihlridn phhr wirh comDlete eouioments GovL aoDroved make
NoIA) 5OO G.ams/Hr. caoacitv
37,loo.oo
(B) 1000 GrarndHr. caDaciw
41800.oo
(C) 1000 Grams/Hr. caDacitv
No.
50600.00
No.
85000.00
Providing & supplying digital chlorine detector monitor meter - C
No.
provl.iin. & suDolvind saf.-tv kir for 900 Ko cao- Toner.
provldind & subDlvino qrfetv kit for'100 Ko cao. Tonor.
Provldlng, Supplylng & erecting lvotor Drlven Blgaching Dozhg PumP wlth.
3p6ce. MS Base trame, PolypropylgnE (PP) head, wlth complete accesso gs,
No.
A/lth 15 Llt Per hour ceorcltv.
With 45 I Per hour .eoacltv.
Providinq & suoolvina air breathinq aoDaratus as per lS:10245 Pan-ll.
With 30 minutes duration cYlinder
No
Wilh 45 minrnes .luration cvlinder
5.23 Laborrtorw lnsrrulnents
Providing and supplying micrcprocessor based digital pocket TDS
r6cr6r
^a
q^^.^w6 hr.ndl.,,,linr
a'lFlouride Tesr Kit
63
No
a
aaooo-m
42000_m
Ca$
iron
t4000.00
330m_m
4tn00.00
t3000-m
7800.00
:
a
Sec D
liom
Delcripiion ot ltom
Unit
No.
b)
Providing and supplying flouride spol test kitol approve
c) Chloroscooe
0,2 oom includino testino materials.
Chloroscooe 0.5 oom lhcludino testino materials.
e) Chlorine Tablet HvDotab - 60
Servicino of existino Panel Mounted oaslous Chlorination Plant.
d
5.24
a)
b)
Gravatv Feed. Tvoe.
6
7
No
2500.00
No.
No.
Per Kq.
1sm.m
No.
No.
Pressure Feed. Tvoe.
c) Vaccum Feed Tvoe,
d) Bleachlno Dozlno Tvoe.
No.
Removel 6f ChIorin. E tccr On RCC & lr-S- Struclures.
Applyjng Anti corressive Chemical treatment Food Grade for Sq.mt.
water retaining structure including cleaning the sudace with
required treatment and cleaning the surface tha.olly & Making
Surface Even & Smooth for applying treatment and coats.
Applying Anti corressive Chemical treatment Food Grade for Sq.mt.
Exposod Surfaces of M.S. Strcutores / Plp€ Grade for Exposed
Surfaces of M.S. Strcutores / Pipe and smoothe and applying
treatment in two coats and smoothe and applyang treatment in
64
ILles Ior m14
t5
900.00
215.(x'
2500.00
25m-m
25m-m
550.m
1500.00
250.00
f
1
.\
I
S6c E
S€ction E- MISCELLINEOUS COMPLETED ITEM
Pr€cast Half Round Guttor
Providing and laying precast c€m€nt condete M-l 50 metal sizo 1 2 mm to 20 mm half round
gutters with 5 cm thick rectangle block laid on necessary packing of rubble masonary in
C.M. 1:6 and C.P. in C.M. 1;3
.^
1
100 mm dia
2
150 mm dia
R.Mt.
l/15.00
207.00
Itam no.2
Palndng lottora
Palntlng letters for "Capaclty of tank" the glze of letters wlll be 45 cm height and 50 mrn
wldth.
Painting letters 45 Cm Ht.
No.
Painting letters 23 Cm Ht.
No.
38.00
25.00
llem no.3
SuDglyinq of vadour malorlal
Supplying following materials induding alltaxes and carting.
1
Alumina fenic
Kg.
9.50
2
Solvent Cement
Lir.
300.00
J
Bolts and washer for valves
Ks.
70.00
4
tsleaciing powder
Kg.
15.50
Ruber Paoking Normal
KS.
90.00
I
Ruber Packlng Neoprene type
Kg.
t75.00
7(a)
P.A.C solution 10% concentration
Lit.
10.00
7(b)
P.A.C soluuon 3070 ooncentration
Lit.
It€m no.4
Pioe Coallnq (out Sldo)
(A)
Providing and applying with mechanical arangement in 1:2 proportion cement,
Gunnltl 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- inng
d|arge and including scrapping the surface with wire brushes, degreasing,
cleaning by compressod air and providing, fixing BRC fabric No.14 as
relnforcsment, curlng lor 21 dayg, disposlng ofi lhe rebound materials with in a
lead of50 m etc. comp. As dkeoted by the E.l.C.
1
25 mm thlck
sq.M.
402.00
2
40 mm thick
sq.M.
471.O0
65
S€c E
providlng anO applylng 3 LPE Coating outside 3 layers polyethylen€
B
3 LPE (LPE) coating with requlred tk. As per DIN-30670 or its latesj
revislon 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
't:1 p;portlon
m€cahnical devices in
speclal sand r€quired'
Iabour,
includlng cost of all materials,
cemgnt;ortar
mechinary, pow€r generatlon, all equipments and taklng necessary access openlngs and
manholes, &ts at aultable intervals as directed by Engineer'in-charge and rew€lding ihe
same after done with doubtor plates pipes including necasaary excavation, rofilling, concret6
br€aklng and remaking if any, breaklng gunltlng and remaking the sam€, repainting-whsver
requhei wlth epoxy paint l; 3 caots, all dewatering lncluding empvng th€- plpellns and
relitling ltre eeme aiter done wlth (watEr to b€ eupplled by oepartm€nt fru€ d cost wllhln 5
km. le;d at flx€d polnt and all other anangemonE to be don€ by ag€ncy), lncludlng c'ny'ng
out "C' vatue performanc€ test o{ pipeline, qomplete job as p€r the direc{ons of the
Engineer-in-charge.
1
i
Item
sq.M.
mm thickfor pipes uP to 700 mm dia
t12.OO
2 mm thick for pipes above 700 mm dia
nos(B) Provlding
406 Micron epory coating to
imlde pipe llnq
tvvo parts of
per
C210{7
AWWA
Solv.nt free high build liquid epoxy lining as
CFTRI
by
Suitabl€ for potable water application & shall be approved
2004
to be
india/Bs 6920-Ul0nternational standard NSF/ANSU61
sq.M.
fit for contact with potable wat€r fo. human consumptlon E!!h lU!
labour
E!9I9! $!98!99s. inclusive of necessary matorials
profit
labour
and
and
oharg6s
overhead
,gquipment ,Contmctoas
cess(1%) with excise €xemption etc.comp.
epoxy coating
e=roviaing
271-00
to inside pipe line with
370.00
,
Item
1
P.ilalns ,00 Micron epory coating to inside pip€ lino
"-5(C)
Frovffig and applying 1 coat oI 25 micron of lnc rich primer
confirming to specmcatons of DGS-175, Type- A , and 3 coats each
of 25 miqon of Non toxic high build black epory paint suitable for
water potable water apptica on inclusive of necssSary materials ,
labour ,Equipment ,Conhaa*ol's oveftoad charges and prolit and
labour cess(1 0/6) with excise exemption €tc.comp.
@owing
dimension & No.
sq'M.
t73.00
4S890
specification
(t) excavatton of plt havlng slze 2.01m)e.01mx0.225m
iztF==ln M-f d w[h slze r.0l m)c.01 mx0.225m
13) All Conc. Work in M-25
(4) Bottorr Fht basealat of size 1 .86mX1 .86mX 1 8m
6lT"b
Flat base slab of size 0.91mX0.91
66
mX/!!O
0.075m
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 sto€l 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 exoavatod
3tstfs diroctGd wirh l6.d upro 91, Iul
SeF
Item
Unit
Rates for
2014-'t5
Cu.M.
9
12 O m to 13 50 m denth
t
't0
Cu.M.
Cu.M.
Cu.M.
Cu.M.
280
Cu M.
305
363
480
Cu.M.
Cu.M.
15 OO m to 16 50
Cu.M.
Cu.M.
. tl8,
Cu.M.
Cu-M.
5'12
896
Cu.M.
Cu.M.
Cu.M.
Cu.M.
350
408
Cu.M.
311
544
928
18-00 m to 19.50 m deDth
lt
Cu.M.
428
t
Cu.l,4.
511
961
Cu.M.
14
330
16.50 m to 18.OO m deorh
l
13
864
m.ieoth
I
't2
447
831
13.50 m ro 15.00 m deoth
CUM
'11
337
19.50 m to 21 00 m denth
C0M
t
15
21.OO m ro 22 50
Cu.M.
Cu.M.
Cu.M-
996
Cu.M.
41
m.rcdrh
Cu.M.
469
647
1035
l]M.
431
uM.
489
683
Cu.M.
101'l
U.M.
t
16
22.50 m to 24.00 m deoth
!II
17
444
612
24.00 m to 25.50 m deoth
451
509
1a
Cu.lvl.
718
C0M
117
25.50 m io 27.00 m deDth
l
69
Cu.M.
Cu.M.
472
579
1s3
Sec F
Unit
Item
Sr.
Cu.M.
19
Rates for
20-t4-15
No.
27
OO
1193
m ro 28.50 m deoth
492
54S
78S
20
Cu.M.
1211
Cu.M.
Cu.M.
512
570
424
28.50 m to 30.00 m depth
t
Cu.M.
Cu.M.
Extra for every additional depth of 1.5 m or part ther€
haw nd ?n n rlanrh
^f
Cu.M,
40
45
63
Cu.tvl.
9C
Cu.M
Cu.M.
2A
Cu.l\,4.
Cu.M.
II
l
NOTE : Foi Deslltlnq of well rates of excavatlon of well
ln all soil3 lncludlng hard murrum sliguld b€ adoptod
(B) Extra for dewsle ng for excavation
.^n;iri^^ rn.l in ,ll cr..r.
3 OO m
in
wel
to '1.50 m deoth
1 50 m to 3.0O m deoth
3 oO m to 4.50 m deoth
Cu.lM.
Cu.M.
4.50m to 6.00 m deDth
6.00 m to 7.50 m deoth
7.50 m to 9.00 m deoth
9.00 m to 10,50 m deoth
10.50 m ro 12.00 m deoth
12.00 m to 13.50 m depth
13 50 m ro 15.00 m deoth
43
U,M.
Cu.MCu.l\r.
Cu-M.
Cu.M.
95
109
136
183
188
15.00mto'16.50mdeoth
16 50 m ro 18.00 m deofi
Cu.M.
Cu.M.
18.00 m to 19.50 m depth
19.50 m ro 21.00 m deoth
21 oo m ro 22.50 m deoth
22 50 m ro 24.00 m deolh
24.00 m ro 25.50 m deoth
2s 50 m io 27.00 m deDth
27.00 m !o 28.50 m depth
28.50 m to 30.00 m depth
(C) Extra for dewatering for excavation for every €xtra
additional depth of 1.5 m or part there of beyond 30 m
depth
C'r.tr.4.
241
Cu-M.
269
70
215
304
cu-tvl.
Cu.M.
Cu.M
Cu.M.
Cu.M.
363
3S8
429
460
33
Sec F
unit
Item
Sr.
No.
Rates foa
2014-'15
Item No.2 : Sinking single circular well of internal diameter and thickness of steining as
specified upto the level as specified in all sorts of soil including had murrum, boulders and
all strsta type & strata upto the level as per drawing by d.edging, dewatering,drop chiselling
wlth neca3sary kentledge and with machlanlcal m8!ns as may bg necesssry for thls type of
work lncludlng all labour, plant machln6ry etc, conplete. Z.ro l.v.l lo bo consldarod ,ront
cutilng edge lovel. lncluding all labour ch.€es with tles{tering but Excloding cost ol
Cutting Edge-& Well St lning
Well Excvltion bv 3inklno
2-1 For {-O mr lnrernel die well incl- Dewat.rino
'1. 0 to 3 mt d6oih
2. Bevond 3 mt uoto 6 mt deoth
3- Bevond 6 mt to I mt deoth
4. Beyond 9 mt !o 12 mt depth
5. Bevond 12 mt to 15 mt deoth
6. Beyond 15 mt to 18 mt deoth
2.2 For G,0 mt l]ltem.l dl. rell incl, Xr.waterino
1.0to3mtdepth
2. Beyond 3 mt upto 6 mt depth
3. Beyond6mtto9mdepth
4. Bevond I mtto 12 mt deoth
5. Beyond 12 mt to 15 mt depth
6. Bevond '15 mi to 18 mt deoth
R.Mt
RMr
RMT
R,MT
9798
10556
11318
11807
R.Mt
12312
13075
R.lvlt
22044
R.Mt
23151
R.MT
25444
R.Mt
R.Mt
R.Mt
26s61
27703
R,MI
R,Mt
39225
42224
R,Mt
R.Mt
45313
47230
49338
2,3 For 8.0 ml dia well, internal incl. D.watsrinq
'l.0to3mtdeDth
2. Beyond 3 mt upto 6 mt depth
3. Beyond 6 mt to I mt depth
4. Bevond I mt to 12 mt deoth
5. Beyond 12 mt to I5 mt deoth
6. Bevond 15 mt io 18 mt deDth
R,Mt
R,Mt
52394
Note :R.te for various dia meter of well other than shown can be arrived on area
basB, considedng intemal die. 'O' (Ze?o) is to be considcred trom where sinking
operation is strated
Item No.3 : Cuttiiiq edqo
Providing fabricating and placing cuning edge and
curbs as per deslgn and drawing manufactured from
structural steel or M.S. plate confirming to ISS 226'1962 incl. Riveting, welding etc. complete. incl.
m,s.bars, anchor bolts and structural steel etc
MT
78081
lrGm No. 4
RCC for well SLinlns
Provlding .nd laying camont concrote 1:2:4 ( 'l C.mont : 2 Colrre rahd: 4 gr.d6d
lona .ggragater 20 mm nominal aLo ) and curlng comlata lncl coat ot tonnwori but
Excludlng cost of relnforcement for well stalnlng work
l. w.ll St lnlno
incl beam
CU,M
71
5450
Sec F
U nit
kem
Sr.
No.
Rates for
201it-15
2. Add extra Der Cum oer each 6.0 mts Oepth
95
Cu.M
M'<6nrd f6r D.ll Sr.inind
Masonry for well staining in C.M. 1:6 above ground leveland upto 1.5 mt
depth below average ground level
1. Usrnq
2, Uslng
3. uslno
4. Using
Cu.M
Cu.M
uncoursed rubble
Bela stones
burnt brick of standard slze
CC 1:3i6 block of approved size
2698
4673
37
47
Cu.M
5. lnve(ed bela masonary (Veraval area)
6. --do -- Without C.M. ioints
T'For additional depth of 1.5 m or pan there of beyond 1.5 m
depth
Cu.N4
5141
Cu-M
Cu.M
4535
90
sqM
148
Item [\lo. 6 :
Cement plaster lor Wolls
-aement
plaster r0 mm thick rough coat with C.M. 1:3 incl
waterinq curing etc. comP. For well
Ert.a-rt.a
ror cement Rnishinq incl. Walerinq and curino for well
Coffar dam
Frovidlng and constructi"g cofferdam in river basin lncluding excava(on
,fllling,mlddle ponlon wlth B,C,soll (ln ompty Cem€ny'Gunny bags) !o.th€
entir; satlsfaction of EIC till completion of the work lncluding dismentalling
coffer clam after complelioil of the work as directed by Elc
Baos Falled with...
Per Bag
6.1 Local sand (up to 0.5 Km)
Per Bag
6-2 Local selected Soil (Up to 0.5 KM)
Per Bao
6.3 Sand brouoht kom Outside
Per Baq
from
outside
8.4 Selected So:l brought
Per Baq
G.5 DismenUing Charges
lrem No- I
Hortzontal Borc in wall
Oflthg of hor,zont"[ore l"-ell m hard strata of required size and length
(wthout air compressor test & dq!qql!gl.....-_
Rmt
at 115 mm dia
Pmt
8.2 100 mm dla
Rmt
8-3
72
33
7
I
1C
11
2
600
495
395
Sec G
sEcTto
-G
Maintenanco &
Rate for
2014-15
Libour ctrarges for repairing of leakage in MS Plpellne of folling dia meter 6t dlfferent plac
lncludlnO necess!ry excavation manually or by mechanise €xcavation, removlng of mud, cl€aning
ptpe anO teakage portlon, grldlng, the plpe, cuttlng the plpellne & welded Joht if necessary lncl'
,,veuing tneloini uy using advani or Essab welding rod of appropiate number and sizg Y!1 l:lus]ve
aevicea J-CB,Hytra/Crain D.G. set weldlng machine Gas cutter with LPG Cylinder'
Oxygen cylinder, Grindingmachiner etc with fule, openor & labouras requ'red (incl all material bul
Exclu. cost of pipe)
of.eJnanliat
355.60 mm
457.00 mm
610.0 mm
711.0 mm
/62.U mm
8'13.0 mm
10418.00
914.0 mm
12117.OO
1016 mm
1067 mm
1118 mm
13563.00
'I168 mm
1219 mm
15378.00
1321 mm
'19142.
21213,0
GE6 iia""
places
for repsirlng of leakage ln ct/Dl pipellne of folling dls metor at different
!**tli!
j"TlY]19,31I11;
inliroing n.irsa.y ercavatl-on manuatty or by mechanise excavatlon'
Hydra/Craln if
;.unrng" or plpe ;nd leakage portion incilssive of mechanical devices JCB'
for inserting
wool'
tools,requres
lead
as
i.l.a.Jry a iuLorrs ,"quired-wilh Providing mate alsuch
pipe)
of
Exclu,
cost
joint etc. comp.(inci atl materialbut
the lead wool in
3572.00
4536.00
Sec G
Rate for
2014-15
500 mm diE
4714.00
8571.00
Labour charges for repahing of leakage in Cl/Dl pipe ne of folling dia meter at different places
lncluding necessary excavation manually or by mechanise excavation, removing
of m!rd, cleaning of
ponion, cutttng the pipetine (exct cost of pipe)
9lP9 jl!-.199!ggq
125 mm dle
150 mm dle
200 mm dia
250 mm dia
7
450 mm dia
5't3.0
10913,00
750 mm dia
l"^?:::^"::lq.:
tor repairingor reakage
:::"":9
t:n
an AC pipeline of ro ing dia meter at dirrerent ptaces
y gr bI mechanise excavalon, removins of mud, cleanins
or
:l.1vcuttinglan,r1
pipe_and ,i.^:_::r:1
leakage ponion,
the pipetine & removing piece ol pipe from treic-n wittr inclussive ot
fiechanical deviced JCB, Hydra/Crain tf necessary & labours requtred. (Exch.r,
cost of pipe &
Fittinos)
'1631.00
450 mm dia
500 mm dia
fj:::^":i1f t:l
repairinsor reakase in AC piperine or foling dia meter at
crifrerent pta(
m€nria[y or by mechanise o(cavation, removins or mud, creanins
:::::9,i::::T?^:1Tv-atton
pipe.and
leakage podon, cutting the pipetine & removing piece of pipe
from treich wtn tnctussive ot
mechanical deviced JCB, Hydrs/Crain if nr
Tu.ened c,t.D.Jotnrs wtrh nut botr, rubber rtng"
f,"a.
"t"i "o.p.
"i]
.rli,"j
llii_Ii;:;;;;,#i
1189.00
125 mm dia
74
Sec G
5r.
Unit
Item
No,
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
4 150 mm dia
200 mm di8
6 250 mm dia
'7 300 mm dia
8 350 mm dia
I 400 mm dia
10 450 mm dia
11 500 mm dia
12 600 mm dia
't3 700 mm dia
It6m No. 4
[i6i-"nurg.t
Rate for
2014-15
1817.00
2924.00
4024.00
5072,00
6796.0C
8662.00
10152.00
13539,00
16481.OO
36502.00
places
for repairingof leakage in PVC pipeline of folling dia meter at different
removing of mud'
including ne&ssary excavati;n manually or by mechanise excavation, dewatering
plpe from trench with
cleaninjot pipe ana uakage portion, cutting ihe pipeline & removing piece of
with providing
required
labours
&
inctussi-ve oi mechanicat d;vi;es JCB, Hydra/Crain if necessary
plpe)
materialsuch couplers, solt tion etc comp (incl. allmaterialbut Exclu cost of
ug
1l )0 mm dia
ll0
mm
3 125 mm
I40 mm
5 160 mm
6 !80 mm
2
-i
dia
dia
962.0C
1113.0C
dia
N..
1300.0c
No.
daa
!..
dia
!".
!".
1 200 mm dia
I
_9!g!
No.
No.
225 mm dia
250 mm dia
E
No.
10 280 mm dia
fr;
1603,0(
2045.0(
2610.0(
2910.0(
3588.0(
4163.0(
47't7.Ol
rltem No.5.
meter at different Places
lG6i iiiro"t for repairingot leakage in HDPE pipeline of folling dia
mud'
manua]ly or by mechanise excavation' dewatering removing of
l""iraino n"J"..ur,
"*cavat;nponron or prpe irom rench with lnclussive of mochanlcsl devices JcB
l;;;;"i;;;"i
lUs clamP of required slze wlth nul
reqitreo
liii"i""]"""i[ Lo"*"'eaiaqE
luon etc, comp. (lncl. rll
wnn provl;lng materlal such as
matsrhl but Exclu. cost of plp€)
No.
No.
No.
No.
No,
No.
63 mm dia
2 75 mm dia
3 90 mm dia
4 '110 mm dia
125 mm dia
6 140 mm dia
1 160 mm dia
180 mm dia
200 mm dia
10 225 mm dia
1
.^
No-
No.
No.
No.
75
1090.00
1110.00
1138.00
1174.00
1201.0C
1261.0C
133 t.00
1366.00
'r537.00
1581.00
Sec G
Sr.
No.
Item
11 250 rnm dia
12 280 mm dia
13 315 mm dia
14 355 mm dia
15 400 rnm dia
'16 450
mm dia
17 500 mm dia
lJnit
Rate fol
2011-1s
No.
No.
2150.00
No.
2212.OO
No.
No.
2419.00
2969.00
3328.00
3416.00
No.
No.
196'1.00
lrem No.6.
Labolir charges for cteaning of sump / GL cistern with cleaning and removing algea
calcinations,
sludge, dirt deposition from bottom and as we as from wall of sump with necesiar/toots
ano ptants
required including labours etc. with dis-infection by clorine powder as required.
etc. comp.
Capacity of
1
1000c
2
20000
3
30000
4
40000
5
5000c
6
60000
7
70000
I
80000
9
90000
10
100000
11
110000
12
12000c
No.
1120.00
130000
14
140000
15
15000c
16
160000
17
170000
18
180000
19
'19000c
20
200000
21
250000
No.
1120.00
No.
1120.OO
No.
1680.00
No.
1680.00
No-
1680.00
No.
1680,00
No.
1680.00
No,
2240.00
No-
2240.00
No.
2240.0A
No.
2240.00
No.
2240.00
No.
??40.00
No.
2352.OO
No.
2352.00
2352.OO
2576.00
No.
2575.00
No.
2912.OO
30000c
23
350000
24
400000
25
450000
1120,00
3360.00
76
No.
4032.00
No.
4480,00
No.
4928.00
Sec G
Sr.
No,
a
a
Unit
Item
Rate for
20't4-15
26
500000
No.
5376.00
27
550000
No.
5600.00
28
600000
No.
5A24.OO
29
65000c
No.
6212.O0
30
700000
No.
6720.00
31
750000
No.
7t68.00
32
800000
No.
7392.00
33
85000c
No.
7840.00
34
90000c
No.
8288.00
la
950000
No,
8736,00
36
1000000
No.
8960.00
37
1100000
No.
1m80.00
38
1200000
No.
10752.0C
39
130000c
No.
11648.00
40
1400000
No.
12s44.OO
41
1s00000
No.
13216.00
42
1600000
No.
14336.OC
43
170000c
No.
15680.00
44
1800000
No.
15904.00
45
1S00000
No.
16576.00
46
2000000
No.
17
41
2500000
No.
2',]504.00
48
3000000
No.
25760.00
49
3500000
No.
29792.OO
50
400000c
No.
33936.00
51
4s0000c
No.
52
5000000
No.
37968.00
42000.00
53
5500000
No.
46144.00
54
6000000
No.
49952.00
650000c
No.
s4096.00
56
7000000
No.
58128.00
51
7500000
No.
61936.00
58
8000000
No.
66080.0c
59
850000c
No.
701',]2.00
60
9000000
No.
74032.00
77
412.00
Sec G
Sr.
No.
Item
61
950000c
62
1000000c
Unit
No.
Rate for
2014-15
78064.00
82096.00
h.m ilo.7
Labour charges for cleaning of RCC ESR wlth cleaning and removing algea catcinations, sludge, dirt
deposition from bottom and as well as from wall of ESR with necessary scaffolding tools and ptants
requked including labours etc. wtth dis-infection by ctortne powder as required. etc. comp.
Capacity of
1
1000c
2
20000
3
30000
4
40000
5
50000
6
6000c
7
70000
No.
2240.OO
8U)OO
9
90000
10
10000c
1l
110000
12
120000
13
'130000
14
140000
'15
'r
16
't
17
170000
18
180000
19
190000
20
200000
21
250000
22
30000c
50000
60000
3s0000
24
400000
25
450000
26
50000c
21
550000
28
600000
2240.OO
7A
No.
2240.O0
No.
2240.O0
No.
2240.00
No.
2464.O0
No.
2464.00
No.
2464.00
No.
2464.00
No.
2464.OO
No.
2576.00
No.
2576.00
No.
2576.00
No.
2576.OO
No.
2576.00
No.
2688.00
No.
2688.00
No,
2688.00
No.
2688.00
No.
2688.00
No.
2912.00
No.
3135.00
No.
3472.OO
No.
3920.00
No.
4368.00
No.
4592.OO
No.
4816.00
No.
5040.00
Sec G
9520.00
10192.00
11760.00
19936.
i:_lour
"nurg"r
fol. repairing
of
Sluice valve/Reflux valve including materials' laboLlrs and testing
ng of Sluic. valve I Roflux Valve
(A) Roplacing of glan fl
a
65 mm dia
100 mm dia
200 mm dla
250 mm dia
-
300 mm dia
7g
Sec G
Rate for
2014-15
350 mm dia
600 mm dia
700 mm dia
750 mm dia
50 mm dia
65 mm dia
100 mm dia
'125 mm dia
250 mm dia
400 mm drs
450 mm dia
700 mm dia
750 mm dia
900 mm dia
80 mm dia
'I25 mm dls
150 rnm dia
318.00
Sec G
81
sec G
Sr.
No,
Unit
Item
Rate fol
2014-15
dia
No.
200.00
3 50 mm dia
No.
283.00
4 65 mm dia
No.
5 80 mm dia
No.
366.00
449.00
6 'l0O mm dia
No.
532.OO
7 150 mm dia
No.
615.00
8 200 mm dla
No.
864.00
25 mm dia
No.
64.0C
? 40 mm dia
No.
12.OO
3 50 mm dia
No.
81.00
4 65 mm dia
No.
88.00
5 80 mm dia
No.
96.00
6 100 mm dia
No.
128.00
150 mm dia
8 200 mm dia
lcl ReDlacino of
1 25 mm dia
No.
168.00
No.
208.00
2 40
(B) ReDlacino ol
ono Rubber packing only
1
on. C.l Plate onlY
No.
85.00
2 40 mm dia
No.
'1',14.00
3 50 mm dia
No.
128.00
4 65 mm dia
No.
161.00
5 80 mm dia
No.
175.00
6 100 mm dia
7 'I 50 mm dia
No.
222.00
No.
296.00
8 200 mm dla
No.
376.00
a2
a
:
a
a
a
a
a
a
a
a
I
:
a
a
a
.l-
a
a
a
:
a
a
a
a
a
Trrltmmt
Actlv.tod Sludgo Procos. basod Tr.atmoht Pl.nt
Doalgning (hyd6ullc, proolaa, attuctutal
aaathstlo), congtrucilno and
lonlng of Actlvatad Sludg€ Proo€sa bas6d Treatmant Plant. Extandod Aoratlon
Proc66s and its varlanta wlthout prlma4r cla.ificatlon, ls prefsred for STP capacltlo3
l€3. than l0 MLD, Scope of work con.lsts of all Clvll, M€chanlcal, Eloc'trical,
lnstrumoniation components of varioug guttworks as givon b€low lncludlng
hydrsulic tasting, stuctural tostlng, squipmenl t€stlng, trlal run for 3 months, etc.
compl.tc
dlrect.d by Eneln.€r.ln€harg! (turn-key ,ob), to 8chl.vr BOD < 20pPm,
< 30 ppm, to m.3t GPCB ltandatd ot lnllnd turfaca wator dlschargs. The
..
Minimum fr6e board of 0.3 m shall be maihtained unless
ng, providing, and conslructing RCC (M:30) lnl6t ctEmb€r
th6 p€ak llow as p€r CPHEEO Manual includlng n6c€ssary
€xc€vatiM ln all typ6s of strata including walkway all around lh6
perlphery. lnl6t chamb€r havlng mlnlmum HRT ot 60 seconds, e6ch
compartrnent will have ste6l gates with e)d6nsion rod, h€ad stock
op€ratim who€ls. Gl pip6 rgillng ota. Th€ ,r,o.k irclud€6 PDviding
and making nocss65ry alrilne6montB to connect lh6 now to
chamber by spproaoh clEnnol a5 dllEotad End as p{ 8p€clfloatons.
Deslgning , provldlng, const uc0rE, testing and oommissloning
T,,,ro approadl channels (min 4.5 m long), medlanioally d€6ned bor
lacl sareen (6 mm clear op6nlng 10 mm flats), Escalator aore€m,
1OO% .trndby manual 1lna !co.n (10 mln clgsr oplnlne) MOC|
SS318, Cl alulca gltaa (onr blfolt acra.n & ona atcr acrron),
d.llgncd for avanc! I DWF snd mrxlmum Peak flow ot 2 DwF ln
RCC (M 300), lncludlne lhl.t plpd dllnn.l ftom lnl6t chtmb{,
outl6t plp6 / ohann6l to dstrlfus tank, i196 boad of 0.5 m mlhlmum'
RCC walkw€y 1 .2 m wlde with Gl plp6 ralllng. RCC slair ca3€ of 1 .2
widlh from GL to scre€o dlamber. \dith op€ratng plafofln and
systern lncl. panol I push bottom switch at local l6vel
I as MCC room for two way confol.
Grit Chadb.t :
D6slOnl.E, providin€ and oonslrucllng gdl Chambor_ O€trfus
o( typ€ o. a€6trd typo (100% st ndby), mecrtenically op€latld
RCC ( M 30) oapsblo of ramovll€ 100% of 0.2 mm 3lz3 par0d.
Ebov€, havlng sp€cific Cravlg 2.40, HRT of 1 mlnuto at avera
(D6tdh,3 Tank), hodzoital veloc,lty not o(c€€dllE 0.30 ny'sec
oak f,o{ (D€trit,s Tank) with suitable anangament of sepalalion
dt from put 66clble golids. lnl6t and outl€t chsnnels of requlred si:
may b€ lEqui€d to conll€at Ul6 flovr to conn€dirE unlt
Complete lnoluding hyd.aullc iEslirE for water tightn66s of sttu
havlng minlmum FB of 0.3 m, wash out anang€ment to Gdt cha
and pla6o.m 1 .2 m \dde RCC walk.vey with Gl plpe hsrdling shall
provldod. A plt for oolle.dng gdt conveyod by conv€yor shall
provlded. lt should be sultabl€ to handlc lhe gdt for cartlng.
arangem€nE shsll b6 6s detsil€d sp€dficstlons and as dlt€.lad.
slulco gatos for uPstroam
of gdt
chamber and for
PaEhall flumo as p6r CPHEEO with
necessary
measuring d6vices/meter conslstlng of dlgital lndicator in LPS
83
B
5
6
SECO]{OARY TREATTTET{T
llulc. gata6 for each clarifiet
& bypass chamb€r, havlng appmprlat€ slz6, opereling platfonn
u;rh al
"^r^
Distrlbutlon chambsr wlth Cl
^l^A
PrlmaryClarlflor
1
l
^6#l ^i-,
Surface laodlng rate of 2+30 q.rmJsq.m/d6y ahd free board ol
0.5, $Ieir loading llmitod to 125 cum/day.m. at averago flow
(upto 10 mld fo$/ & 200 qrm/day.m at aveiag€ fovt/ for largor
a
than 10 mld capaciti$), sclm removal arm, double armed
scrapper mechanlsm, laundor as required, telE3copic valve,
Eludgc rsmo/al plt wtlh Cl plplng for lnlet & outat, 6 mm h.
FRP wEIr plate, upflow v€loclty ln c€ntral plsr recllvlng lrwagr
from the plpsline (from disfibutlon chamber) limlted to 0.2 m
/sec in central pi6r, sewage outlet fins of required size as per
:
:
manual of practlco (CPHEEO/ ASCE) (On€ unit upto 10 MLD &
two units for more than 10 MLO (maxlmum dlametsr 48 m)
7
l
Olltrlbutlon chlmber wlth Ct rtula gaee aor eadnclmpartmenl of anoxlc follo^rod by aeratlon tank & bypass
1
chamber, having approp.lato slze. opera ng plat orm wlth Cl
pip€ upto cent-al pler
8
Aeratlon tank
3
Minlmum HRT 6 hours (at avoEg€ flo\,v + .etum studg€ flow), 2
noa., mlnlmum tree board 0.6 m ln case of diffiisod agrallon
system (dlsd tub€ tp6 dfirser8 wllh r€irievablo modtantsm)
& 1 m In cale of agplrator aerator, CS plplng, ak blowrrs, afl
biologlcal parameters as p€l manual, mlnlmum p@v6l level
0.015 kwcu,m. and enorgy Efiicler{ agrator3.
I
:
1
Procs8s Alr Blowsrs or agratlon Devlce
The Plant should be based on Dlssolved Oxygen/Ox)€en
Uptake RatE Control wlth VFD drlvon Aeration Devlce.The
Aeratlon SlBtem shall bo deslgned for 1OO % Capacily of the
d$lgn Air requirement.The asratjon Blow€r/AeEflon Devica
shall b€ havlng 'l 00% insta[ed standby unit.
:
l
Air dltruser shall be of dbc/ tubular ,
't0
't1
relrlevable typo
installatlon. Th6 lrotted part ot tho aeEton ayatem of noncolloilve maloriab such as UPVC.
BlowBrs shall be housod in prcce$ air blower bulldtng, The
minimum area of the bullding Is 20 sq.m. snd helght of Sm
(mln), The surface Aeratora arc not acceptable.
Dlsirlbutlon ch.mb.r whh Ct .tntc. Cret(ln no ca!! b1pas8 shall b6 provlded atrr asrellon wlthout
seoondary.dsrmcatlon), havlng sppropristr !lza, opafa{ng
blrt
with l3l Dlo. Uat6 .).nt.rt 6t..
^rnr
Secondary
Clarlfler curfacc taodlng- EG -of--iE
cum./sq.m/day or less a3 requlred and fte€ boad of O.S, u/eir
loading limited to 185 cum/day.m. (at average flow), double
armed scrapper mechanism, launder as required, telescopic
valvE, sludge removat ptt with Cl piping for lnlet & ouflst, 6 mm
th. FRP w€k plate, upflow velocity ln contral pler recgiving
sewage from the plpeline (from distribution chamber) limlted ta
0.2 m/sec in central pisr, sewEge ouflgt fins of requlred gize as
per manual of pracfice (CPHEEO/ ASCE) (One unit upto jO
MLD & two units for more than 10 MLD (maxlmum diamoter 48
:
a
fo.Ea-ffi;;
m)
12
:
Raw rludge purnp
hour--
Sump with minimum HRT of OO mlnute6 I dopth of studge
limited io 2 lh sgoaraie Danal room d .t.ta tha tEr lrEll
:
:
l
l
a
3
:
:
:
84
:
13
Rotum gludgg pump houso
Sump with minjmum HRT of 30 minutos upto flow ol 100% ol
return sludge capacity & depth ot sludge limited to 2 m,
sepaft e panel room outsid€ the wet well, 100% standby
D
,t4
DISINFECTION
Chlorln. Cont.ot Tlnk:
Drllgnlng provldlng and congt uctlng chlorlno conLct chamber
wtth baflle walle for adequato oapaolty to deal wlth 1 OWF
avgrago flow. The chlorlne conlact trBnk should b€ of 30 mln
capacity, during average f,(,w to achl€ve 99.99 % coliform
reducuon, Chlorine dose shall be malntalned as per standard
provlsions, including d€signlng, providing and consEucling
water supply provision for ohlodnatlon, Includlng paovldlng
dEwatering and by pass anangement joinung to Ilnal eflluenl
malns and outlot wek stc comd€tg. Th€ effuont quality shodd
match wlth the standards lald down by Gujarat Pollutlon
Conirol Board and as p€, obllgEiory provision and aE detailed
spoc,lficallon and as dlr€d€d by ongkl€er in . chatge.
15
Chlorinator and Chlorlnator RoonJTonnor Room:
Designing, providing and constructing chlorinators vacuum
typg 2 Nos, ('1 working + I stand by) with auto switchover
facility and having capacity for dosage of sppm or adequate
for O.sppm FRC, chlorine boosler pump (1W+1S), chlorine
tonner with 15 day! storage, chlorination room with specmed
ar€a etc. complete. Necossary provlglon of having chlorlnator
room of adequate size. The chlorinator equlpment shall include
cogt of chlorine cylindeGlonner, piping, valves, msasuring and
conlrolling equipment, safety devicea , lifting equlpment, etc.
compleia as p€r lS -10553 ( part ll) 1982. The tonner room
should have minimum 3 MT capacity Hoist for loading and
unlgading facility. Tonn€r ;torage should b€ distincdy isolated
and should b€ for minimum storagE spac€ as dir€cted in the
d68lgn specification and as per gas laws 1981 and factory act
shall be providod. All other matching amenities shall bo
provided, Minimum 5 MT gantry rail shall b€ provided for full
longth of tonner room at 6 m h€ight lrom level of tonner room,
with out€t chamber and teated elfluent outet chann€l etc
complete 9s per detailgd specmcation.
tn*mrnt
RlW cx@s. .ludgc to bc uoalad & dl€Eltad prlor to
Uudgr
ol bslt fllter presg/ c€nt [uge/ Combi
Pres, Bag Fllter
Sludgo Thick€nor wlth oqulPment!:
dewaterlng by m6an8
mgchlney' Sc.Ew
1
6
Sollds loadlng rate of 25-35 kgy'm2yday, Doslgning, providlng &
constructing wst6rtight of sludg€ thickener{ravity typ€ (picket
fence) in RCC (M-30) with inlot & ou{ot pip6s, c€ntralfeed well
& sludge removal a angement, gaouung whorover neo€asary
wtth G[$ay all around of 1 .20m with Gl pipe railing
interconnecting Cl pipes all compl€to a6 per sp€cmcatlons,
having bottom slope 1:6 & min. 4.5m SWD with necessary
fixed bridg€ scraper anangement as p6r detiailed specifications
& necBssary inlet & outl€t anangemsnt. All other arrangemenl
as per detailed specmcafuns (N€cessary above 3 MLD). Min
sludge concBntmtion of thickened sludg€ shallb€ 4%.
85
17
:
.\
Sludge Olg..ter of suitable capacity.as per CPHEEO Manual
(only cylindrlcal volume to be considered wlthout hopper
bottom), sludge mixing (by gaymechanlcal mixing). Sludge
dlgester shall comp.lge all the flxture9, fastenereg,
accessodes, supematent handling, PRV, oth6r safety
f
mechanism 6tc. alono with Flar6 SEtem
18
1S
Sludge Dgwsts.lng Room $lth Cantrifugs or Belt Pr€ss or
Scrow Prosa or Bag Typo or Fllt€r Pr€ls or Comblmachlne:
Designing, providing conshucting and installing inctudlng
foundetlon .tc. Sludgc C€nfifugg or B€lt Prls or Sclcw
Plc!! or B!9 Typ. or Fllter Pn!! or Combl-mrohtno: lo
handle the sludgo now as p€r spscltlcaton!, wlth approprlata
lnlet and outlet provlslon, sludge dewatodng unlt drain etc.
l
Flltrato Puhps with 10O% standby, destgned to empt!
:
t horr
22
23
Valvaa/gate!
lnlet, outlet, wash water lnlet - only Cl D/F and minimum ske
of 200 mm afor sludoel e! ber ,6n'se.i nrk./hE^.|
All types gauger lnd motcre rcqulred lor O & M as per deelgn
of goecltled m8k€/brrnd.
oewaterlno durino ontlra work uslnd envie.hnld{f,
N.catury lntt.um.ntrtlon end oonirot ri pciipcElftcaGir
24
Outfall Sow€r:
21
3
Complot€ as per specificatlons.
Rec\rc16 sumo in
20
l
l
:
I
l
De3igning, providing and constructing appropriate outfall sew6r
of RCC NP2 pipe, up lo plot
boundary (as sp€cified) aM
bolond for treat€d gewags dlsposal upto sOOm, diameter as
per deslgn, lncludlng nec63sary chamb€B for lnspscllon and
cleaning lncluding necessary excavaflon, deMratering, rsfilllng,
concrote encasingy'beddlng concrele gteps lo roach lh€
disposal/ nallah bed l€vel. pilching and energy disslpation
chambs in nallah portlon etc. complete up to 5OO m iength
RCC NP2 pipe lin€ and includlng a above itsms.
25
26
By pass arrang6mants
RCC pip€s wlth manholss and C.t. sluice gates (MH to be
ralsed above TWL of adiocent unit'l
Piptns work tn CI.LA ctarr GiruEins siiG6GiGllE
Valv$,
MS
Gat6;
f
1
I
:
Providing laying and join ng ptpes other than those already
lncluded in th6 above iteme for lnterconnecfion by - pass dralni
a
ofJolntlng materials. Th6llgma lncludes .equlred channols with
g6tes for lnter@nnoction of unltB by pass drains €tc for
all unlts
as directed etc complete as p6l detailed spgcmca{ons.
a
3
1
€tc. of all unfts lnduding adequato numbe8 of manhol6
chsmb€B. The ltcm tndudos oxcavauons, l!fllllng and
hydraullc tesilng of plp6, valv€s, g€les, accessori$ and co8t
27
1
Admtnietrattve Bu@
ueslgnhg, provtdtng and consfucflng admlnlstra{ve bulldlng,
ofllco oJm Laboratory lncluding storg3. Thls shall b€ a blitdln;
havlng approprtats c€rpet Erga and Cround floor and at flrrf
floor complato a. prr tp€clfcation! lrdudlng nrcossary
ex06vatlon, foundaion tn RCC M 2OO tramcd ltucturu B. a
masonry (11- da$ ln C.M. 1:6) 20 mm camarit plaltor ln C.M
1:3 inside and outside palnting. Alunlnlum door and wlndow
wjlh glass panels, mosaic l€ ,looring and gkirting and all oth€r
allied itoms, fixtures tastenlng el€ctrification arrang€ment wat6r
supply anangEment etc complstg.
86
l
A
?
I
I
l
a) Ground floor to
accommodste admlnlstratlve offic€ 6
b) Flrst floor to accommodaio Office of th€ Plant ln Charg6, ail
moniMng €qulpm€nE to meaaure wind direciion & sp€ed,
27.1
h*lr
^6n.''l^hi.l..
^^ahtEtl^n.t
Labontory oqulp.nonts
Laboratory equipment (as por speclfications), beautifioatlon,
telepho.E and intercom anangoment and wirelssa syetg!!
Furnlture and Offic€ Equlpments, Ofllc8 furniture (Make:
Godr8j/ or similar approved quality) as per specilications
Ventttstion and SaIoty equlpmenb as per sp€cifications
27.4
Sarltary blocks
Carpet aroa - 15 squar€ meter minimum up to 25 MLD and 25
squaro mster above 25 MLD (or as Epeom€d).
28
Malnfananca Warkrhop ol llza €E Dar tplciflcstlon
u Fower auttatng wlth Alr Blgw.tti
Capable of dellvering adequato ir6e alr for a6ratlon devico with
suitabl6 pre3sura ('100% stiandby).
frCc Room of
nrlntmum
msasurqs, approvala
ol
I
m x 6 m cl6ar inslde wiih safety
variuos statutory/ oontrau foreign
authorltv as aoolicable
El.ctrlo Inrtallation
3'1
31.1
Sth lnternal.nd axtornal
inc,luding
entre plant arca
(a8
sDecified).
31.2
32
El.ctt; in;-mon: subStaon
6G
rooffilthEG
Room as per sp€cmcatlons.
8ot8, as p€r electric load and sp€cificatlons
/5o % eneaov r€ouirement).
33
Gsngral lnfEstruc{ur. Dovelopment:
Scope algo includes, Oesigning, providing and aonshucting
gGneral infrastattclure dovelopment such as intsmal roads,
iompounO watt for STP site, internal sieet and bullding
llghtingE, palhways ol minlmum 'l m wide to acceg3 all STP
u;its ;nd Entrance Gate in MS fabrication, etc. all complol6 as
ber soeciflcatjons and direct6d by engineering in charge.
33.1
33.2
lntemal roads
Asphalt toad (Minimum 4.5 m) to connect all units Lom main
^.ta ^f
as p€. lhe dant lavout, along the bourdarv ol
(conslde
ng plant layout for lntermediatr and ultlmat€
STP ;iG
Empd;aTEI
d
.r.a.ilv
and 33% landscaoinq area).
6ro€n a6iilSa% landscaplng srea) as p€r sp€cjlicatlon
h'
33.3
nlot
'il.l
Noter
1
@and
parc€l of thE
pap€rs ol
tender
tendgr and mu6t b6 incorporated In draft
conventional S€wag€ Tro€trnent Plants.
canled out a8 p€r slto
gnd'proiect
at
th€ tlmo ol prqparlng
requlrementr
condltlon
Th-fiEiGtrh-angea aFouE-6
3
FiETffiiiIS-5lO
wo*lng
4
6
7
mechanlcsllv cl€aned tvpe
Uo-68 tvtto C-;pacttv Srp cnOrination could bo dono by using
gas
soOh.rm trypoctrtorite solution Above 5 MLD capecity
^L'^j-^.^.
5
areol
unlt and mgnual bar scroen typo (SS 318) lor 3t'En
r^ ha 66wl.l6,l
upto 3 MLo capacity
is
G-ffi;iiaq€-'thick6n€.
-sludd
"oarrotided
will b€ coll€ctod into sludge sump & pump€d
sTP.
,L^^d- r^ ii^&r6?
.l'
.ieu.^tarlno svstem
^r '.tm
for
oa,,,at€ring can be provided fo'
or Bag tlpe
sTPr. rr^t6 SMLD caoacitv.
ffisS
dil
rinaior room not orovlred for STP uDto 3 MLU'
67
I
Boundary wall, 9at6, lnt6m6l plant roads, storm water d.alns,
sito clearance, landscaping is consldered in scope. Plant road
shall be 4.5m wide. Landscaplng area shall be min. 33% of
I
Allwater retalnlng structureg are tn M-30 grad6
10
Lead for excavatlon ls corcidored as 500m.
Grade of stoel used is Fe 41 5Peak factor considered for desEn6i[HGllo
6 to 20 MLD is 2.25.
11
12
:
sIL
a
The rates mentioned above STT-re consEering siteiEiiiilli
Selsmlc Zone lll, For sltEs falling ln 8elsmlc zons lV and
shEll b6 incree36d hv 5q( rn.l nol ftEdGtu
14
Structural dosign crltorla approved by tectrnloal conrrniflee stre.fl
bc aoollcablg for deslon.
Hydraullc destgn of the ptaht shafi be conltdereo wtthEEEii
dlscharge of f€at6d sewage to local wator body (above HFL).
Hydraulic loss shall be $/orked out for poak llow condl on end
shall not exceed 4.5m in any chcumstan@s unlegs otherwlgo
site speoillc condition and appmved by technlc€t commtte€.
1E
f
concreie.
c'f
13
15
f
!
Th6 coat ot sewage pumprng
1
l
1
l
:
-taton-nd-Eii!-ffiii-il-i6l
:
lnclud6d.
17
18
19
lr4ak$ of equipment gha be approveo ov GWSSBI
The-rates inctude excavatton, re-Nng-nO ttrffi
stufr as dirocted bv tho Enolneer in Chrme
AII other detaits shafl be as per-esig-;ffi-;a-Aeta,t
1
1
iliiE]ffi
rDecmcaflons.
Th! Rltea
llt
:
a! undar
1
Flxed cost up to end hctudlna up to I
2
Add(prorata) for capactty aOovel tvtCD
Mi5
uplo7illE
Cost of 2MLD treatment phnt
4
Ada lpmratalor capactty
5
Co3t of 5MLD
6
Add (prorate)for capEctty above
7
cost of t ouLo treatmEnt piint-
8
Add lProratapor capacfiabove
9
Cost of 2S|\4LD treatment plant
10
Add (proratafor capactty above 25Mt D
11
Cost
12
ndd lprorata;for capacity ibove
13
of I 00MLD reatment Fiant
Ado lproratafor capaclfabove-EMf6
14
aboveTMf6-lE-5Iif6-
f6st nent plant
1No
6,697,9e0
I\4LD
8.477,990
1No
17, t 75,S80
MLD
8,147,99(
No
41,619,950
MLD
4,444,@1
1No
73,E43,2il
MLD
6,0r0,88€
't
slalEup
T6
toIEEifD-
fD-io-'IEM6--
,,
toEMLd
A SOI LD triatnerrilE;i
S0triE666fr6--
Cost
NO
MLO
:
4,275,949
:
270,905,2fi
MLO
4,141,995
MLD
1
a
184,006,537
1No
lNo
l
476,005,000
:
l
4otu,08
a
1
88
1
Section A. Sew.ge Trearment Pl.nt (Al)
tah
lle]n
IB
,rodifiod Activat d Slualge Proce3a ba3ed Tlertm.nt Plant with Biological
Dosl'gni"g (hydraulic, proces3, structutal and ae3thetic), consltucting 'nd
commissioning of Modiliad Activated Sludgo Prccess ba3gd Treat'nant Plant
wiih Biologic.l t{ittogan and Phoaphorou3 Removal' Extendod Aeration Procoas
and lr3 varlEntt wllhoul pdmeq, clerlrlc.tion, is plofetad lor STP c.F'clti'3 l'33
rh.n IOMLD. For nuttient temov.lr co.gul.nt dosing st5t m for Phosphorus
r6]noval and. taitlary traatm. by tlltrallon to bo opt.d wharavar apPlic'ble'
Scope ot wort con3ists of .ll Civll, lroch.nlc.l, El.clrlc.l, ln$rum'nLdon
compononls ot various sub-woaks a3 given below including necessary hydrtulic
t€sting, slruclur.l testing, equiPment te3ting, rial run lot 3 fionlhs,-6ic'
direct.d by tngancer"in'chargo (ru6-k.y iob), to 'chiovo BOD <
".
"o-pi"a
fopim, TSS < lopPm. Biological Til < IOPPm & PO. < 2PPm to get rocyclable
qu.liry of uv.ter for industrial / agricultul.l Purpo3.s'Th' Co'gul'nt Doling
Sylrom 3h!ll bo provld€d
!t
an oDUoraU
brcI
up.
IiICLUDED:
A
1
2
! tor
,n1L15
Rat
PRIMARY TREATMENT
lnlet Chamber :
Desiqnrng, providing, and constructing RCC (M:30) inlet
chamber for ihe peak flow as per CPHEEO Manual including
necessary excavatlon in all types of strat6 Including walkway
all arouna the periphery. lnlet chamber having minimum HRT
of 60 seconds, each companment will have steel gales with
extension rod, head stock operating wheels. Gl Pipe ralling
etc. The work includes providing and making necessary
arrangements to connect the flow to screen chamber by
ipproach channelas directed and as Per specifications'
Scraen Chambor :
Designing, providing, constructing, testing and commissioning
ot Two ipproacn channels (mln 4,5 m long), mechanlcally
cleaned bar rack screen (6 mm clear opening 10 mm the
flats), Escalator screens, with 100% standby manual fine
screen (10 mm clear opening) MOC: 55316, Cl sluice gates
(one before screen & one after screen), designed for average
i DWf ,no maximum peek llow of 2 DwF h RCC (M '300),
includino lnl6t oloe/ channel frcm inlel chsmber, outlet plpe /
L"nrnneito detittus unk, fre6 board of 0,5 m minimum, Rcc
lw.lkwav 1.2 m wid€ with Gl pipe railing. RCC sBir case of 1 2
lm wiam trom GL lo screen chamber. with operatrng platform
al
land belt conveyor system incl panel & push bottom switch
control'
way
room
for
two
MCC
well
as
llocal level as
89
:
Deslgning, provlding and constructing grit Chamber Detri
or vortex type or aerated type (100% standby). mechanical
perated in Rcc ([I 30) capabte of removing 1o0o/. ot 0.2 fim
size particle and above, havjng specitic gravity 2.40, HRT of 1
mlnute at aversge flow (O€tritus Tank), horlzontal velocity
exceeding 0.30 m/sec at peak ftow (Detrttus Tank) wtth
suitable ar.angeme t of separation of grit from putrescible
solids. lnlet and outtet channets of required sizes as may be
requked to connect the flow to connecting unit etc. Complete
ancluding hydraulic testjng for water tightness of structure
having minimum FB of 0.3 m, wash out arrangement to Grit
chamber and plaform 1.2 m wide RCC walkway with Gl pi
handling shall be provlded. A pit for colteding g.tt conveyed
conveyor shall be provlded. lt should be suitable to handle the
grit for caning. All arrangements shal be as detailed
specifications and as directed.Cl stuice gates for upsfeam of
chamber and for b)4cass anangement to be provided.
flumo as per CPHEEO with necessary flo;
deviceymeter conststing of digitat indicator in LpS
Dl3trtburton ch.mb.r
&
wiG-t -tuic-llor
tor
a
I
:
:
elirr craiiir
1
bypass ch6mber, havtng spproprtate stz6, operafln
platform wlth Cl ptpe upto centrat pter
Surface laoding rate of 25-30 cum./sq.m/day and free board
U.5, wejr loading tirnited to 125 cur/day.m. at average fl
(upto
MLD flow & 2OO cum/day.m at average flow foi targer
-1-0
than 10
MLD capacitles), scum removal arm, double armed
scrapper mechanism, launder as required, telescopic valve,
sludge removat pit with Cl piping for intet & ouflet, 6 mm th.
FRP \xeir ptate, uDflow velocity in centrat pier receiving
sewa€e from the pipeline (from distriblrtion chamber) limite;
to 0.2 m/sec in central pier, sewage ouflet fins of requked size
as per manuat of practice (CPHEEO/ ASCE) (One unit upto
10 MLD & two units for more than lO MLD (maximum
dlameter 48 m)
chamb€r wfth Cl stuice gates for each
companment of anoxic followed by aeration tank & bypass
chamber, having appropriate size, operating platform with Cl
pipe upto central pier
Anoxic and/ or Anasrouic TiniiwiG5uumsrsiote Mke
Suitable Anaerobic and/or pre-Anoxic Tanks for Biological
phosphorus removat and denitrification with submersibte
arrangement, respecrivety, as per CpHEEO Manuat.
;ixer
a
l
a
:
a
:
90
I
A.ration
t
nk
Mlnimum HRT 6 hours (at average flow + return sludge flow),
2 nos., minimum free board 0.6 m in case of diffused aeration
system (disk tube type diffusers with fixed/ retirivable
mechanism) & 1 m in case of asPirator aerator, CS piping, air
blowers, all biologjcal parameters as per manual, minimum
power level0.015 kwcu.m. and energy efficient aerators.
/
I
10
lntern.l Slud96 rocircul.tion PurnPs
Suitable pumps of capacity upto 400% to be provided for
internal recarculation or MLSS from Aeration Tank to Anoxic
Tank. There should also be the provision of 100% standby
pumps in the warehouse.
'll
Proce3s Air Blowars or aeration Device
The Plant should be based on Dissolved Oxygen/Oxygen
Uptake Rate Control with VFD driven Aeration Device.The
Aeration System shall be designed for 110 % Capacity of the
design Air requirement.The aeration Blower/Aeration Device
shall be having 100% installed standby unit.
Air diftuser shall be of disld tubular type, retrievable. The
wetted part of the aeration system of non_corosive materials
such as UPVC.
12
Blowers shall be housed in process air blower bullding. The
mlnimum area of the buildlng is 20 sq m and holght of 5m
(min). The surface Aerators 6re not acceptabl€
chamtei with cl slulce g!te3 for each clarlrler
iElii6-iburion
(ln no case bypass shall be provided after aeration withoul
secondary clarification), having suitable size, operating
platlorm with Cl pipe upto central pier
6l
13
S..o"d.,, Ct.rlfte. trdace laoding rate of
14
diam6ter 48 m)
Raw sludgo PumP house
15_35
cum./sq.miday or less as required and free board of 0 5. weir
loading limited to 185 cum/day.m. (at average flow), doublo
urr"Ja"rupp"t mechanism, launder as required, telescopic
valve, sludge removal pit with Cl piPing for inlet & outlet, 6 mm
th. FRP ureir plate, uPflow velocity in cenral pier receiving
sewage from the pipeline (f.om distribution chamber) limited
to o.f m/sec in central pier. sewage outlet fins of required size
as oer manual of practice (CPHEEO/ ASCE) (One unit uPto
10 MLD & Nvo units for more than 10 MLD (maximum
SLlmp with minimum HRT of 30 minutes & depth of sludge
limited to 2 m, separa@ panel room outside the wet well
Return sludge PumP hou3€
Sump with m]nimum HRT of 30 minutes upto flow of 100% of
retur; sludge capacity & depth of sludge limited to 2 m' 4 5 m
minimum diameter, separale panel room outside the wet well'
100% standby pumPs
91
?
c
TERTIARY TREATMEIUT
Pressure Sand Filter / Rapid Sand Gravity Fitter/ Coagulant
Dosing System / Flash Mixer / Floccutator
Settting Tank /
:
/
a
Clariflocculator. The design values / specifications for the
tertiary treatment units are to be considered from current
CPHEEO Manualon Water Supply & Treatment.
16
17
Fl.sh irirer
Rapid mixing device design confirming to lsr 7090 of tgBS.
Detention time 60 sec, velocity gradient 300-4OO sec-1 with
fFns dea..nctfiotor assemblv a< nFr.taci^n
Coagul.nt Doaing S)6tem
Dosing Tanks- 2Nos. with mixing, carrying, dosing with pipins
arrangement. Chemicat Storage
data/speciftcatjons
18
area as
per
Flocculadon & Settling Tank or Ctrriflocculator
RCC Hopper bottom unlts having stope >45 Deg as per
hydraulic and process design with detention period 20 minues
with flocculator paddtes with gear and motor assembty as per
design. Flocculator design conforming to lS: 72Og-1974 ffype
C). Surface loading rate for ctarifier 8,OOO titers,/nour/sq.m ina
depth 2.5m using PVC media with supponing arangement
and sludge collecting pipes as per detail specifications.
20
21
Filter Foed Suinp & Pumps
lPre.srr€ S.nd Filrors for Sip caililiiEs tess thsn 10Mt 6
R.pid Sand craviry Fitters wirhi i
Appllcable to ptant capacity above 1OMLD onty. Fitrer Hous€
(RCC lramed structure wilh infiI brick masonary wals)
ano
RCC fllter beds with sand and gravet bedding as per tryOiaulic
and process design adopting 6000 Liters/hour/sq.m. Finration
rate with 2m water above sand mec,is with under drainage
sJ6tom and intet, ourtet, backwash (rate 6OOLPM per Sq.;.)
plping, plpe ga gry, ptatform mln. 5,5m in wtdth an;
valveJgates arGngemont
specificatlons.
21.1
as per
c,eslgn
and
1
I
:
:
dotail
!!rnler Janq
Effecllve size 0.45 tolj mm, GiE
coemcient nor fiore
than 1.7 nor tess than 1.3, depth of sand 0.75m, free board
5-0cm, gravel 0.45m in depth, sand and gravet confirming
to
lS: 8491 (i)- 77, backwash by air wash (ir specified) and h;rd
wash by water, standard appurtenances (to be specified), rate
of flow controtter, filter gauge, sanct expansion gu6ge, etc.
21.2
:
:
w.sn uYarot t ank
Wash Water tanks of capacity equat to 296 ot designed
quantity of fittered water in a day (+) tO% with g
to 10 Mtr.
^
rapr rumps
'.dsr
Wash
l
Head (6s specified)
21.3
Wate. Pumps with .lOO% Standbv
92
21.4
21.5
21.6
D
22
2J
Air Blowers
Capable of delivering 750 to 833 LPM per sq.m of free air flow
area at 0.35 to 0.4 Kg/sq.m at the under drains (100%
.lrh.thr/\ /F^r
FP mrlre than 10 MLD)
^an..itu.rf
Valves/gatos
lnlet, outlet, wash water lnlet- outlet and all types and sizes ol
v^lvac/datae ,q rtar.lesi.rn r}f snecified make/brand.
Alltypes gauges and m€teE required fot filter operations and
heakweshind etc.
DISINFECTION
Chlorlne Contact Tank:
Designing pmviding and constructing chlorine contaci
chamber with baffle walls for adequate capaclty to deal with 1
DWF average flow. Ths chlorine contact tank should be of 30
o/o
coliform
min capacity, during average flow to achleve 99.99
reduclion. Chlorine dose shall be maintained as Per standard
provisions, including dssigning, providing and constructing
water supply provision for chlorination' inoluding providing
dewaterlng and by pass anangement Jolntlng to flnal effluart
malns an-d outlsi welr 6tc complete. Tho effluont quallty
should match with tho standards lald down by Gularat
Pollutlon Control Board and as per obligatory provision and as
detailed speciflcation and as directed by engineer in - cha€e'
Etrlorlnator and Chlorlnator Room/Tonner Room:
Dosigning, providing and constructing chlorinators vacuum
type 2 Nos, (1 working + 1 stand by) with auto swllchover
f""ltlty anO having capacity for dosage of sppm or adequate
tor O.Sppm FRc,-chbrine boo8ier pump (1W+1S), chlotine
tonner'with '15 days storage, chlorination room with specmed
area etc. complete. Nocessary provision of having chlorinator
room of adequate size. The chlorinator equipment shall
include cost of chlorine cylinders/tonner, piping, valves'
mi""rring 6nd controlllng gquipment, safety devices, lifting
equipmarit, etc. complEte as per ls -10553 ( part ll) 199?'fF
should have minimum 3 MT capacity Hoist for
tonnit
loading and unloading facility. Tonner storage should be
dlstinctly isolated and should be for minimum storage spac€
as dlrected in the design speoificatlon and as per gas laws
1981 and factory act ;hall be provided. All other matching
amenitios shall be provided, Mlnimum 5 MT gantry rail shal
O" prouiOea for full length of tonner room at 6 m height ftofi
level of tonnar room, with outlet chambsr and treatsd effluenl
.o,
outlet channel etc complete as per detailed specificatlon'
E
sludge treatment Raw/ sxcess sludge to oo reateq o
dlgeited prlor to aewaterlng by means of belt filtor pr6ss
cantrlfuge/ Combl'machlne/ screw Pr€s/ Bag Filtsr
93
ludgE Thlckener with equlpments:
ids loading rate of 25-35 kg/m2lday, Designing, providing
construcling wate(lght of sludge thickener{raMty type (picket
fence) in RCC (M-30) with inlet & ouflet plpes, central feed
well & sludge removal arangement, grouting whe
necessary with walkway all around of ,l.2om with Gl pipe
railing- interconnecting
pipes all complete as per
specitications, having bottom stope 1:6 & min. 4.5m SWD with
necessary fixed brldge scraper anangement as per detailed
specifications & necessary inlet & ouflet anangement. All
other anangement as per detailed specmcations. (Necessary
abo-ve 3 MLD). Min sludgs concentration of thickened sludge
shall b6 4%-
Cl
Dlgesterofsu@
sludge
(only cylindrlcal \rclume to be considered wlthout hopper
bottom), sludge mlxlng by gas or mechanical mixing sysiem.
Sludge digaster shall comprise all the fixtures, ta-"te'n"rei,
accessories, supamatent handling, pRV, othsr safety
li
t:
t;
l^
t1
a
t
mechanlsm etc. along with flare svslem
Studge Hotdlng Sump
.'-
4
Mlnimum. HRT of
hours, Deslgnlng, provldlng and
gl,.Jrdse hotdtns eump and puhp for dtactiarstns
:p11lfl.s
sludge to contrlfuge utlng Gl plpc comptefe'ac
speclflcatlon. Agltators/MixeB shal be plovlded in aump
toi
keeping sludge in suspension. The pump shall be of Helical
p;;;;;1;;
Screw pumps, 100% standby.
sludgeDewaten'@
or Bag Type or Fllter press or Combl_
ppri{ls. consrructing and instaflins inctuding
Screw Press
machlne:
?:.".gPs] etc. Sludge
foundation
Centrifuge or Belt preJ or Sc
Prcss or Bag Typ6 or Filter press or Combi_machins:
flow. as per specifications,
l]?lji"_,|"
"yqs"provision, sludge dewatoringwith "pp[piri"
|nret and ouflet
unit drain etc.
1
l
1
1
Complets as per specificaflons.
Rltratepump@
l
tes
lnlet,outlet,
washwffi
nrt types
gaugei@
l
Necessaryffi
a
94
33
Outfall Sewer:
Designing, providing and constructjng appropriate outfall
sewer of RCC NP2 plpe, up to plot boundery (as sPeclfled)
and beyond for traaled sowage dlsposal upto 500m, dlametsr
as per deslgn, includlng necossary chambers for lnspectlon
and cleaning includlng necessary excavation, dewatedng,
relilling, concreto encasing/bedding concrote stePs to reach
the disposal/ nallah bed level. pitchlng and energy dissipation
chamber in nallah portion etc. complete up to 500 m length
RCC NP2 pipe line and including all above items'
34
By pas3 amngements
RCC pip6s wlth manholes and C.l. sluice gates (MH to be
rqlcad ahava TWI of edieoant unil)
Piling w;ElnEIEEia$ tnctrudlng sluice valve3, Reflux
Valves, MS Gatea:
Provldlng laylng and iointlng plpes other than those already
lncludsd in the above items for intorconnection by Pass
drains 6tc. of all units lncluding adoquat6 numtieB of manhole
chambsrs. The item includes excavations, refilllng and
hydraulic testing of pipes, valves, gates, accessories and cost
ot jointing materiats. The items includes required channels
with gates for interconnectlon of units by pass drains etc for all
units as directed etc complete as per dotailed specifications'
35
'
36
Admlnlstratlve Bnildlns cttm Laboratory (G+1):
Designing, providing and constructing administrative building,
office cum Laboratory including stores. This shall be a building
having appropriate carpet area and gound floor and at first
floor complete as per speciflcations including nec€ssary
exoavatlon, foundatlon in RCC M 200 framad structure B' B
mesonry (11- class ln C.M. 1:A) 20 mm cemont plaster ln C'M
1:3 lnslda and outslde palntlng. Alumlnlum door and wlndow
with glass pensls, mosaic tile floorlng and sklrting and all other
allied [ems, fixtures fastenlng olectrificatlon anangement
water Supply anangement etc complete.
office &
@ministrative
lah^E|^^,
ijmm;;A
36.1
36.2
36.3
36.4
37
accommaate offico of the Plant ln charg6, air
monitoring equipments to measure wind direction & sp6ed,
hvd?d.tan elllnhid. eancentrallon etc.
Laborstory equlpmonts
Laboratory equipment (as per specitications), beautification'
+6ra^h^ha .h.l i6fer.^m errrn.,ement and wireless svslemFffiiiiE;a-bfrrce Eqtripmenta, of{ice furniture (Make
r:^.r,-i/ ^r.imil..
wa.l .flrrlilv) as Der soecifications
^^^r
I
Sanitary blocks
Carpet irea 15 square meter minimum up to 25 MLD and
,6 c^r.ara rnatar above 25 MLD (or as soeclfied)'
Ma-Gronafi wo*shop of s!zc!9-p9!-9p991!93!l9q-
-
95
a
:
Alr blower Buildlng wlth Alr Blower3:
Capable of delivering adequate fre€ air for aeration device as
well as filter air scouring with suitable pressure (100%
MCC Room of minimum 9 m x 6 m clear inside wlttr safety
measures, approvala of variuos statutory/ centrau foreign
ins
1
1
l
:
n
Both intemal and extemat Inctuaing sntjre-pEnt=6;l-
Electrlc lnstallation
^
- Sub Station Roorn as
DG room with DG aets, as per
etecrn"c toaO
l
anO
Genoral lnfrastructure Dsvelopment:
Scope also includes, Designlng, providing and constructi
goneral infrastruc{ur€ development such as intomal roads,
compound wall for STP slte, lntemal street and building
lightings, pathways of minimum 1 m wide to access all STp
units and Entrance Gate in MS fabrlcation, gtc. all complete
as per specifications and dir€cted bv e
^
:
:
1
It road (4.5 m Mlnimum) t6 connect all unlts from main
I
c-oT!!'und watt as per rhe ptant tiFfrJii6is-l666li
of STP slte (consldortng plant layout for ln6rmsdlate
ultlmato bulld oul capecity and 33yo tandscaplng arsa).
Green Belt
% landscaping area) as per soecification
Notes
All the above condirions snatt rorm
6irnetender and must be lncorporated in draft tender papers of
co.nventional Sewage Treatment plants with Biologica
Nitrogen Removal and Tertiary treatment for phosph6rur
alart-iilllGt
The.necessary@
condition and project requlrements at the time of preparing
Fine.screans@
working unlt and manuat bar scrasn type
rertiary untts such as flash
1S-S
StOl tor jtanO
mixins-Iiilfr6ZliiiEi-iffi
system, flocculation chamber, clarifier or clariflocculator ani
filters (optional) shall be povided if required as per proces;
capacityffi
Upto 5 MLD
using sodium hypochlorite solution. Above 5 MLD capa
Grarity_studge
ttric@
STP. Sludge wifi be co ected into studge
ilt:rpressoreag@
su.p a pumpei
1
I
10
11
12
13
't4
15
16
Chlorinator room nol provided for STP upto 3 MLD.
Boundary wall, gate, lnternal plant noads, storm water drains,
site clearance, landscaping is considered in scope. Plant road
shall be 4.5m wide. Landscaping area shall be min. 33% of
All water retainino structures are in M-30 grade of concrete.
Lead for excavation is considered as 500m.
Grade of steel used is Fe 415.
Peak factor considered for dssign for plants 2 to 5 MLD is 2.5,
Ata2OMlDlc225
Th-o rata! meniionatabovtsTP ar€ consld.rlng
stteg falllng
ln Solsmlc Zone lll. For sit68 falllng ln solsmlc zone lvbnd V
.h-ll ha l^^E..a.l hV Eol^ qn.l Rol^ reqna.tlvelv
Structural-aead;titeria approved by technlcal commltt66
.hrll ha annli.-eble for desidn.
with free rall
MEuiiladg;?-Ce-Fianashaif be considered
dischargE of treated sewago to local water body (abov€ HFL).
Hydraulic loss shall bs worked out for psak flow condition and shall
not excosd 4.5m in any circumstancos unlsss othsrwiE€ sitg specific
condition and approved by technical committoe.
sewage pumping station and rising main is not
17
TE cosGf
18
inal rrlerl
Makes oaequipment shall be approved bv GWSSB.
'19
20
?fi6 rateffi;iuEe excavatton, rofilling snd throwlng away
aytr, at ff as .lire.Jed bv the Enoineer in Chame.
[ll other details shaii-Ee as per design criteria and detail
ffi
Th6 Rates are as under
I
2
treatment plant
fta?omrata)for caDacitv above 2MLD up to SMLD
Cost of SMLD treatment Plant
Ada6'Drata)for caDacitv above SMLD uilto '!U\4!q
Cost of 10MLD treatment Plant
d'oI;i7MID
4
o
7
I
I
10
11
12
13
14
No
MLD
1No
MLD
1No
MLD
1No
MLD
'I
lNo
cost of zsMl-o treatment plant
F;.r=
EnMl n lEatmant
^lant
Add lororata)for caoaciv above SoMLD io
ddG?lodMLilream€nt pla!!
Add (Drorataxor capacitv above 100MLD
97
loqulq
MLD
1No
MLD
'l No
MLD
13.200.000
12.707.08E
25.967.088
8.147,990
s0.4't1.058
7.433.623
87.579.',172
6.434,673
r84.099.353
r1.966.500
s08.201.853
4,/O0,000
52E,261,85t
4.070.000
A
?
:
-1
:
Socton A - S6u€96 Tre3lm€ri Planl
Soctlon A - Sowag€ Treatmont Plant (A2)
trlal!
ing .nd glvlng
"tLtlcto'lly
chrmb'r
and
s
Dlltrlbutlon
T.nk.,
o.trltG
scrc€n
ch.mb.r,
Inlet
Chamber,
sre-coniieitng of
Equlp
Dowat'dng
Sludga
/
Shsd,
Room
T.nk,
Chlorlnator
Contacl
Sludg;
Sump,
Chlorlne
B.sina,
'nt,
necesc"ry piplng worft with roquir.d valv€s, gat€s, dralns, pathw.ys, Adminl3tiatlon Block.cum
P
t-aUoratory, Llb;rrtory Equlpm.nts, lntom.l Ro.ds, Pathrvay., compound wall, Tools
'nd
works
lncl
6nd
machanlc'l
ln
oum.ntatlon
lnvolvod
clvtl,
al€G{rlcsl,
complcte i turnkcylol wth all
rn'chtnlcal oomPon'nt'
oMl'
of romwlng ltrma,-unftr aa per d't!ll'd lp'clflcstlont
'nd
'lcculc'l
<
TN < t6Dpm e
<
loppm,Blologhtl
Tt3
'or
lgpPrn,
BOD
wlt4r rll dutl-ro rni u,r .tc. compl.t to !ohl.v.
colgul.nt Dodng
idi i zpp" to g* ,.oyol|bl. qu.lity ot wd'| for tndu.trl.t / .adoultur.t pu.po...,Th.w]th
rdmlntdlon
lnirylonn'c1'd
b.
unltt
thdl
p.rilia
ur.
Al
.t an opttonau tact<
iv*.i'r'ftifr
ldlng by Sultlbl€ or RCC ov6rh.ad walkwq6.
fi
lnl.t Ch.mb.r
:
Deslgning, proMding, and consttucdng RCC (M:30) inlet ohamber for
p."[no* a" per ieHeEo Manual Inc]uding neoessary excsvauon ln.6ll
types of strata including walk\eay 9ll around the pedphery. lnl€l cham-ber
tiaving minimum HRT ;t 60 seconds, each companment will have steel
qates-with extension rod, head stock operating wheels. Gl pipe lailing etc'
ihe work includes providing and making ne.rssary anangements
connect the flow to sreon chamber by approach channel as directed and
scraon chambar :
Designing , providing, consruding, testing and commissioning .of Trrc
aoo6acricunnets (min 4.5 m long). m€chanicslly deaned bar rack screen
,|99y"
(6 mm clear opening 10 mm th€. fats), Es€lator Ec'"!l!'.
It nob, ."nr"ifin" i",""n (10 mm dear opening) Moc: sS316. cl slui
gates (one before screen & one atter screen), d€sign€d fas.pe' CPHET
it in ncc tv -30). includins inlet pipe/ drannel ftom inlet dEmber,
pip€ / chann€l to'd€titus tank. fre! bosd of 0.5 m mlnimum,. RCC
Gl plpc nllln!, Rcc.t!lr cat. ot 1.2 n wldtl frcm
*irorifi.z *ro.
"rtt
opontnC dadom and bolt conv'yor ry'ttm
wlth
GL
icncn ohemb€r,
at looil l6vol €3 w€ll .t MCC room fo'
purn
uottom
swilch
a
rnct.'paner
yI.
r
r
wBy conttol.
type
Ooslgnjng, provlding and constructlng grlt Chamber- DsHtus or vort€x
typ" (160% standbv), mechsnicallv operatod in RcC ( l'/l 30)
of [roil"g loooh d-o,2 mm 612€ parlicle and above, having
""p"uf.
spLirli J.'itv 2.4o: HRT of 1 minuie at aY€raqe tlgx {?eYitus
Js:f)
o 30 m/soc (Delritus Tank) at peak
ttla-nt i v"tocrv not
"xc€6dlng
of ssparation of grit ftom pufesdblo 8olld8'
witr suitaOle emngement
;;-d
tho
end ouUet channel; of r€qulred sizes a8 may b€ requlr€d to conn€ot
connectng unit etc. C,omptet! including hydraulic bsdng for t
d6hhe53 of st uctlrg havlno mlnimum FB of 0.3 m, ttash out arrang€ml
Gl pi
to- Grit chamoer and platform 1.2 m wid€ RCC wElkway witt
conveyor
git
by
convey€d
i"naii- sn"n Ue orovlaeo A pit for collecting
G p.rio"o. ft should b; suitable to handle thB gdt for carting All
"rr"ri
shall be as detailed specifcations and as dirocted'
ti
5 m u/ith nec€ssary flow
ln LPS & MLD
indlcator
digital
frum;Eiing-hfii66timitedEal
q d€vlcedm;t€r conslsting
oI
s8
S.don A.
g.r[9. TrEtn!
Plart
D6signlng, provldlng end conslruciflng ln RCC (M 3OO), CASP basins
bloioglcal lgmoval of BOD along with bo tin nitrflledon-denitific€tion,
P removal ln @mpartmohts to hendle comblne f,ow of ,t DWF lnconing flow
and rccirclladon llow lncluding clnshuction of selector compartnenG and
poMding ,l.2 m wlde dear app{o€ch vi€lkura},s. op€nsion jolnb whorevs
nec:gssary, includlng foundations eb as per gpecllicatons. peak tactor shal
b€ 2, F/M ratio shall be 0.1S, complote wi$ air blowers, fne dift
l^
Eeradon grid tNlth Retievsble tlD6 insbllatbo equlpm€r{ 8nd FB 0,5 m
SWD as roqulr€d. DO lewl ln b€sln to b€ mlnlmirm 2
mg complete
'O4g.n Uptak Rete, contotryrbm and a[ roletad tnstru;rnb, Sbtn
lbel d€ca ar! and aubnatm tro.k!. MLSS conc6'lbatons lhell br glOO
5000 mgI o. more, MLVSS to MLSS ra{o to b€ O.&O.7. HRT sh6ll be mt,
13.5 hrs and SRT suitable for fully dtgested sludge. Sen proctss
snai trave
Fi[ & seraron. setdtns(sedimenbtrorvdarircaron),
:l!:!::d:"t
:Fp: fike
Decanting..withoul
overtapptng each other.
;;;Ei;
lince ta
b";di.;
proc€ss, filllng.will not be accepteblc durlnsj sotdlng
or Oecantng. Ulnimum
docanting depth
sh6
not b€ less then
2.20;, Th"-"y"t".
on
grevity influent clndition. No lnltuent/€fiu€nt oqu;lkation"f,orfi,ro*
tantc or flas
ls accepted. lt should have a ohor related wo.l(S,
SRT shall be suitably
pro@
lechnology driven ptants, bidders has to adopt well eslabtished,
wEll tested
and proven, llT/ NEERI evaluatod/approved SBR procoss
/specifications
and at.leasi 50 % ofthe tendered capacity has been in guccessfu y
operating condition as per th€ oudet criteria mentioned in atove in
Govemment organlz€tions of lMla slnce last trg yearg lndudlng
one ysar of
shndard drhct tiab ity period. Bldder has to t+ui
tre *efiquaifti*
tachnology govld€r Mo havlng lxp6dsnco In lndts "itr
Et least E0 % of lh6
tondersd c€p€cliy wih I yeor O & M experlence in gowmment
..*-^,-,"ffi
The Plsnt should be based on Dlssolved Oxygen/Orygen
Uptake
contol nih vFD d.tv6n Aeraton Devrcs.The'Ae,"n;;
dealgnod for 110 % Cepadv of O16 deslgn Alr requlreme'ntn"
i..rrion
Blow$/Aeration Oevtc€ shal be having looio instalteit
standby ;;ii.
ty"6-;h"i';
dlflu!.r thEll-br of dbld tJbuhr lypo,E6.vabt.. Th6 wsttod part
d
tlon 8y am ot nor!@fi!,!lw melldala luch a! UPVC.
ov/e6
belDused In proc€ss elr blow€r bulldlng. The mlnlmum
-sh€ll
the building is 20 sq.m. and height of Sm (min).
Raw 3ludgo pump
houlE
Rew Slud96 Sunp minimum HRT ot 30 mlnutos & deph
of sludge limit€d to
2 m, 4.5 m minimum diameler, ssparate panel
room oufsbe
the-wet;ll
D63lgnlng provldlng and construcfng chlodne contsct
chamber of ad
''
capeqty-b d6at with 1 DWF swrsgg 6ow. Th€ d odn6
contEct tenk
capactty, duAng avJrage fow o ectrlevc 9g.g9 yo
c.tifom
!€_of_.30 11.
rgotrclron. Chtodne dos6 shall b€ malntalned as per
atandard orovlsiornlncluding doBtgnlng, provtdtno snd consnuctng urator
luppty. proviston
tnctudtns provi tng de! Erortng snd Oy
l ranoen
ioinling to fnal sfiuen{ rnaing and ou{et u;ir etc _ril,"ta Th" ;lri;;;i
m€rch with.the srandards taid
oi orp.i-p"iiru."
!::llY:!11d
board and as per obllgatory provision anO a" UjuitJ
piij
Il"jl"l*:
0",
90
:
86cuon A - S€wa!6 Treafianl Plant
s
Chlorlnltor and Chlorlnltor Room/Tonna, Room:
Deslgnlng, pmvldlng and consbuctlng cltlodn6toB vacuum tyDs 2 No8, (1
v,io|klno+ 1 stand by) with auto slritchowr fgdllty and hEvlng copaclty for
dosago ol adequats chlodna to €nsur6 99.99 % colfom Educton a! per
obligaiory provislons and detalled sp€ciffcatons wi[l necosaary povblon of
havlng chlodnator room of adequats srze. The chlodnato, equlpmont shall
lnclude cost of ohbrin6 crlnd6rdtoonot, plplng, valv63, mea8udng and
controlllng oquipment, safety dovicos , llilng equipmenl. €tc. completB aa por
lS -10553 ( pa ll) 1982. the tonnor loom should havo minlmum 3 MT
capaclty Holst for loadlng and unloadlng facillly, Tonner slorag€ 3hotlld bg
dlsdnc{y lsolatod snd rhould b€ for mlnlmum stol?oe apac€ a8 dll€ded ln th€
d6sign specmcaUon and ae p€r gas laws 1981 and fadory acl 6hall b€
provid€d. All other matchino amenltes shall be providod, Minlmum 5 MT
ganfy rail shall bo provided lor fult l€ngth of tonner room at 6 m heighl ftom
level of tonnor room, wllh oullet chamber and trested effu6nt oullet channel
etc completa as per dstalled specmcation.
,to
Sludo. tr..lrn6nt
tudoc Thlcknirwith equlPment l
Solda b.dlng reto o12fi5 kg/mzday, o€slgnlng, provldlng & oonstructlng
wete lght of sludge thlckenar{ravlty typ. (plcket fenc.) ln RCC (M€0) wlth
't0.1
lt &
lnl€t
&
ouuet plpes, central f€€d w6ll, sludgo
lnlgt
&
outlet afiangement. All other arangoment as p6r d€tail€d
slud96 rsmoval
srrangement, grouling wter€ver nBcossary wlth walkway all sround of
1.20m wilh Gl pipe ralllng lnterconn€cung Cl pipes all complete as per
sp€clficslions, having bottom slop€ 1:8 & mln.4.5.n SWO with nec66ary
fxed bridg€ sqapsr arangemEnt as per dotalled spocifcetlons & nec€ssary
sp6olUcatlons, (One unlt upto lO MLO and two unlts for more than 10 MLD)'
Min 6ludg€ concontration in thicken€d sludge shall be 4%.
10.2
sludgs Holdlng sump :
constructing of sludgo sump and pump hous€ of
o"Jg;ng, p.r-idng
";'o
appropriate size wittr pumps, ceillng hoight minimum 6 m over sump for
uisctrirging sludge to canlrituge uslng Cl pip€ compl6te as per d6tail€d
sp€cllication.
3iEilE.w.67n
10.3
Eqdpn.na
Room wlth
c.ntrttugo cr b.ll
Pi-t
or
acraw pr.aa ot Flltsr Pr.!t ot Combl.machlna ot Bag TyPa:
D$lanine, p.ovldlng constructlng and lnslalllng lnoludlng foundatlon stc'
Sentfuugi or belt press or sorew Press or Fllter Pr€aa or Combl-machln€ or
bag Typ€ to handle lho sludg€ flow as p€r sp€clfic€Uorrs. wlth approprlal6
lndt e;d outlet provislon, sludge dewatedng unlt dtaln etc. Compl6te s5 per
sp€clfcallons.
10_4
aludgd f,ltrdts PuBpt
E)EFcity
'C' viruc
to pu-;p Eludd ln
ir td**
I houiwith
100% slandby (2G25% €ffiol6ncy'
m% hEn lh8t of rvabr to cllcuht! t"idlon loo')
trate trorn thicfening ana a€watedng to b€
kq/sq.cm.
11
Valvaalgales
Inlel, outlot ,wash waler lnlet
p6r spproved makdbrand,
12
c.nve@ only by PVC l0
An-
tyD..
-
e.ucd;A;.i.rt
only Cl D/F and minimum slze of 200 mm as
."c,riredtoro&
N6c.ssarylfuuu..ntation and cont ol as
M 68 por dB€ion of sprciied
per sp€cificafons
Outfall Sawer:
14
D€slgning, provldlng and constructrng sppropdate oufall s€wer of RCC NP2
pipe, to alscharSF troated €fflu€nt from ou{et ctlamber afler d o'lnatlon
tank to th€ dispcsal point at oullet batt6ry limlt ol STP lncludlng n€cess5ry
chambeag tot lnspoction and cleanlng includino n€cessary excgvadon'
d€wEterino, relilllng, oonq6t€ encasingAeddlng concBta stapa lo roach lh€
disoGau ;[ah bed levd. pllching and er|6rgy disip6tion c]Emb€I in nallal'
portion etc. complete r.tp to 50 m length RCC NP2 plpe lln€ end lncludlng al
ebov6 items.
t0o
Sacdon A -
15
Sav6la Tll6tnad Pt nt
By p.a3 arano6ment3
RCC plpes wlth manhol€a and C.l. sluico gat6s (MH to bo raiE€d abo/€
TWL of adjec6nt unlt)
Plplng wort ln CI-LA Clrs3 lncludlng Slulc. ralv€s, Rofux V.hrsr,
Gat6:
18
ils
Provlding lsying and jolnllng ptpes olh6r than thos€ alroady lnctud€d in the
ebova it6ms ,or inlerconnedoi by - pass dralns €tc. of all unib lndudlng
adequete numb€rs of m6nhol6 dlambofs. The ile,n includea Exc6va0ons,
rBflllng. end hyd.aullc testng ot ptp€6, vatv6s, get6. accssso.tos 6nd co6t ol
iolirtlng mate.i6ls. The ltorns tncludes rcqulEd channols tvlth 0at6s ior
lnterconnoctm of unlE by pass dlatns etc for all unlts 6! diEct€d etc
complete as
17
p$ detall€d spectflcatlons.
Aarrlnlstretlra Bullalngffi
Deslenhg, provldtne and confirrcihg admtntstradve buldtng, ofic€ cufi
Laboratory lnoludlng ator... Thts shafl ba a buldtng havlni apprcprtat€
aarPd ella aM 0round rloof lnd et lllst lloof oornpLto a! per ap€cmca{ons
lnoludlng n!c..r.ry .xc.vtflon, iound.{on ln RCC M 2OO frlmrd .fuotur.
B. B fi onry (11- clas! in C.M. t:6) 2o.mm c!rn€.{ pt.!i.r tn C.M 13
Inslde and outslde patntlnE. Atumlnluh dooi 6nd wlndow with gtas3 p.ncts,
mosalc til6 f,oodng and sklrtng and a[ other a[i6d ftems, fixtures fast€nlng
olectrificatlon anangement water supply anangsment elc complete.
a) cround ftoor to
b; Flrst f, oor to
accommEate-GtntstrawEffiE67li@
accommoO@
equipments to measuE wlM dlEctloo & 8peed, hydlogen sulphids
concentEdon etc.
Laboratory
17.1
17 _2
equlpnrenE-
LaboEtory oqulpment (as per sp€dfcalioos). beaufllicaflon. tolgphone and
lntercom arangoment and Mr€less syst€m.
18
l^
t:
l^
:
eqr@
Fumlturc and Omce
approved qualfty) as per specmc€tions
Ventllatlon and
17 _4
li
Salatyiqutp Eiiiil!-iiectfcauons
Sanltary blockr
Carp€t aJst I 5 square meter minimum tlp to 25 MLD and 25 square moter
abov6 25 MLo (or as speolfed).
-
Maintenanceworkrhop?st-IllEispecif-cation
AIr blow.r Bulldtng wtth
Aiatowad-
10
Capable of dellvedng ad€quate ftBo alr for aeraton dev,ce wtth suitablo
pressur€ ( 100% rt6ndby).
20
approvala of varluos slalutory/ c6ntr6u roretgn authortty aa app csbte
lrCCRoohof mtnimum9mxOmOearlnsiOeffi i@Eaarreq-
21
21.1
21,2
2
u.ma lncluong 6nnr9 pra alea (as sp€cfiled).
Eteartctnrtalrton-5ubSEIonRGiifr [email protected] rlqulEmait),
El per aEcrlc toad 6nd apeomcaflons (50 %
aYUopmant:
!l!o lndud.!. Dalignhe, prcvtdtng.nd conliruotno g6nrr.t
hra$ruclurc developmenl $rdl aE ittdnel roads of mtnimum 6 mtr
Scopa
23
23.1
vdde,
compound wsllfor STP shg, lntomalstreot snd bulldlng llghfino3, pathways
of mlnlmum , m wtde to acces altSTp untls and Entmnce eac ln US fabricatlon, qlc. all complete es per specificallons and dlrecled by
andn*ini ln .h.E
Alphal road (Mlnlmum 4.5 m) to conned all unltg
,l01
ion
maln g€le of plot
a
S6c on A - Sowage Tr6alrn6nt Planl
Compound Wrll 8! p€r tho plant lrloutr, long lho boundrry of STP altr
23.3
(consldodng plsnt layout for lnterm€diato and ultlmgto b'rlld out capaclty and
33% landscaplnq ar€a).
G.o€n B€lt (33% landsc€ping area) as p€r sp€cificatlon
NOTES:
1. Fln6 screEns (SS 318) gre of meohanlc€lly cleaned tyPo for woddng unlt
and manual ba. scro€n typ€ (SS 316) for standby unil
2. Upto 5 MLO Capscity STP chlorlnation msy to done by uslng sodlum
hypochhiiE solution. Above 5 MLD cspadty gss chlodnator io b€ provid€d.
3. G6vlty slud€6 thlckenor ls not provid€d upto 3 MLD capacity STP.
Sludge will bo collected lnto slud$ sump & pump€d direcuy to sludge
dswatedng system.
4, Filts press o. BsO Typ€ dewat€rlng cen b€ provlded for STP'S upto
sMLD oapac,lty.
5. Chlorlnator room not providod lo. STP upto 3 MLO.
6. Boundary wall, 94t6, lnt6mal plant roads, stom water draing, slte
clearanc€, landscaping i9 consider€d in scop€. Plant rosd 6hall b€ 4.5m
wide.
7. Allwater rotaining structur€s are in M-30 grad€ of concrete.
8. Lead for excavauon 19 conslder€d as 500m.
g. Grado of 3to€l u8€d ls F€ 41 5.
10, Pelk l€ctor consldor€d for deslgn for plants 2 to 5 MLo le 2.5, 6 to 20
MLD l! 2.25.
sitsa lellhg ln selsmlc
V
b! lncroas€d by 5%
and
thsll
solsmlo
zons
lV
ln
Zon6 ltl. For litas fslllng
@ng
end 8% r68p€dlvely.
12. Struotural desb; crit€ria sppoved by technlcal cornmltteE shall be
aDoliceble for d€6lan.
11. Hvdrsullc d€sdn of the Dlant shall bs consldered with ft66 falldlscharge
ot treateO sewag€ to local wat€t body (above HFL). Hydraulic loss 6hall b€
wo*ed out for p;ak ior/ condltion and shall not €xcsed 4 &n ln any
amrmstancas unless ah€tsl6o she sp€cifrc condltlon and approved by
technlcal committee.
'14. Th6 cost of sowage pumplng statlon and tising main ls not lnclud€d'
'15. Makos of €qulpment shall b€ approv€d by GWSSB'
stuff as
tO. ftre rates tnduOe" 6xcauauon, refilling and throwlng away 6xtra
dk€ct€d byth€ Engine€r in Charge
17. All oth;r detaiE shall be as por design cdteda and dotail sp€cifcations'
C6p.city
of Pl.nt
2
Upto2
2to3
3
3to5
4
5to 10
1
No of Besln
lilLD
Roqulrsd
2
z2B.OO
MLO
,---I-MLD I0.25
2
Rat6 par
irLD Rt.ln
I
2oo'oo
MLD
0.4
150.00
MLO
0.7
1't0,00
10 to 16
2
MLD
0.75
95.00
16 to 20
4
MLO
0.8
88.00
20 to 25
4
MLD
I
E5.00
25 to 30
4
MLD
1.2
82.00
30 to 40
4
MLD
1.6
79.00
40 to 50
4
MLO
1.75
78.00
50 to 60
4
MLD
1.S
73.00
11
60 to 75
4
MLO
2,25
70.00
12
t3
75 to 100
6
MLD
2.4
67.00
MLD
3.0
64.00
MLD
3.5
m.oo
7
6
10
14
15
'100
6
io 125
126 to 150
102
saa{oi
3
A
. sau6ea
Tlutn€ii Fhrlt
l,loving Bed BIo R..ctor Technolory OIBBRI
D6lgnlng (hydraullc, proc€s3, structurel end aesthstlc), provldlno,
co.rstructon, hydEullc t6€ ng, cornnildo.llng and gMng sa&facdly irlsl
run ior 3 months of STP conslstlnO ot lnlot Chamb€r, SctEen dEmber, Grll
SopaEtor, MBBR (Bss€d oo te.finologl€s provlding atta.fied growth on
plastic media kept Buspend€d ln the iewEgo dus to low denstty of ptasttc &
provided with dlffus€d alr for aeladon wlth tank, S€condary Clsrifror, Sludg€
coll€ctlon sump, Gravity Sludge Thickoner, Chlorlne Conlact Tank,
Chlorinator room, SLdg6 Dewatodng Equlpmont, asrodated plplhg wort
wlth requlEd vek.a! galaq dralns, Adnlnlatrailon Block cum LaborEtory,
ataoclatad bulldlnla, Laboratory Equlpmanta, Inoluatva ot mmdatory lparr
pans end lnstrum.nt tlon, .tc. compl.t 6! fumkry
,ob wtth lll lnvolv.d ckll,
eloclrlcal, ltutrum€ntatlon end mechanlcal wo*6 lnduslva of follota,lng
It€rns, unlts a3 p€r d6tal,€d sp€dfcatloos lbi cMl, 6l6clrlcal, ln3irum€nt ton
and m€chanlcal @mpononts wlth all dutes and taxEs €tc. comptetq to
achlev€ BOD < 10ppm, TSS < 10ppm, Bk ogicat TN < loppm A pO4 <
2ppm to get recyclablo quallty of vrst€r br lndustdal / agdcultural
purpos6.Ths Co€gulant Do6ing Syst€rn ls mandatory ftr dlemtcal
phosphorus romoval.All unlts shall be int€rcoon€cted with admlnstnbn
bulldino bv Sultable or RCC ov€rhcd wsfl(wal€.
Mln. freeboard of 0.3m shall be malntEtnea unGsg ahCrwtse
stlpulated for specifc untB.
arkdEIffi
PRIiIARY TREAT'IEI{T
lnlot Chambq :
1
Dorlgnlng, provldlng, snd constn c{ng RCC (M:30) tntgt chemt€r tor th€
peak fo\ / 6s per CPHEEO Manual lnctudlng n6c6ssary 6xc6vation ln aI
typ6s of ltrata lncludlng watkway all Eround the pedphery. lnlet chsmb€r
havlng mlnlmum HRT of 60 saconds, 6ach corhpartment wlll hav6 st€€l
gates wlth extsnsion rod, head 3tock operatng whe€16, Gl plpe ralllng etc.
Th6 urork includes providlng and maklng nocessaty arangEmenG to
connect tho flow to screen chamber by approqch channol as dlrec,tod and as
per specifcatlons.
2
ScLen qnember:
D*lgning , providhg, constructng, te6ilng and comrnlsslontng ot Two
approach channels (mln 4.5 m loog). mechanlcally cleaned bar Jd< scrson
(8 mm cl6ar opentng 10 mm the. faG). Escatstor sd€€n8, wtth .tOO%
stendby manualfne scr66n (10 mm cloar op€nlng) MOC: 55316, Cl slutc€
gales (on6 before scE€n & one aftor scE€n) deslgnad
,
as p€r CPHEEO
Manual_ln RCC (M *30), lnctudlng intet ptpo/ chsnnel frlfn bt chamb€r,
outlet pip€ / chann€{ to dotntus tank, tre6 board of O.O m mtntmum, RCi
walkway 1.2 m wtde wjth cl pip6 ra tng. RCC 6talr cas€ of i.2 rn width frorh
GL to scl€€n chambor. with op€reting platfom and b€lt coovq/,o. systom
lncl. panel & push bottom swltch at tocal level as well aa MCC rcom br two
(irlt chamDar:
oaalgnlno, prorldlno-and co.tstr,lc no grlt Chtmblr. Drtrtfus or vortax typa
or l€rated_ typ6 (100% standby), mochentc. y oporated ln RCC ( M'dO)
capabl€ of reftoving 100% ol 0.2 mm si:e panbb and above, havhj
spocmc gravity 2.40, HRT of 1 minute at averag€ flow (D€tdtus Tank):
hodzontal velocity not exco€ding O.3O lrrsoc (Oetritus fani; at peal
no,r
with suitable arangement of separation of gdt from putrescide sollds. tntet
and outst dann€ls of lequll€d dz.3 as mey b6 requtGd to connecl the flow
l9.9onneclnS untt etc. Comptcte tnctudlng hydraulc testno ior wator
ughtnoss of structuro hevlng mlnlftum FB of 0.3 m, wash oJt inangernent
to Gr{ chambor and ptattom i.2 m wido RCC watkway mh 6i
;tp6
handllng shell be provlded. A pt ,or coltecthg grft corweyeO UV
shall b€ provid€d. tt shoutd b€ 3litabts to h;nate th€ grit ro. Lnrng.'Atr
"orwil".
q@lqem€nts shall be es detall€d sp€cmcatons and as dtrecr.d
4
Pathall flumo having heaaToss nmrtea to
ao,vmeasudng d6vtc6sy'mst6r conslsdng
dlgltsl lndicetor ln LpS & irLO
d
o,iEii6i6&sary
103
a
:
Sac{on A -
B
SECONDARY TREATIIENT
Dlatdbutlon Chrmb€,
5
Distributjoo dEmb€rwlth Cl aluics !6t s,o. €s.h bash of MBSR snd
bypa3a .*Emb€r, mln. 3m x 2rn of tlquilDd d€p6, op€ratm ph6om wtth Cl
pipo to connod b MABR basln& Bypa8s pip. frcm dl!filbuton dl.mbor
upto lnlet of CCT shall b6 p(ovk 6d ln RCC plpo r{ith manholes and Cl slulc€
0at6s.
MBBRTank
6
Mlnlmum Total HRT of 6.0 hou6 (at av€rag€ flow with Aefobic Detonllon Timo
4.5 Hls & Anodo Dolention lime -1 .5 Hrs), D€slonlng, povldlng E consfudin!
in RCC (trl-30) blological roacbr tank for lBn|oval of BOD and T.N to handle
Sl€ .varaga flow & hevlnC hy{raullca aultabla to hgndte prak fow condtto
wlth aultEbla l.2m wlda walkway, axprnalon lolnt! .a |tqulrad, lncludlng
loundauon olo ar !€r ap6dflcatlona. Iho tank ahall ba aqulpp€d with lnlal
& outot aienemant. pEc.qa alr blowrlr for luppy of sh, llna bubbla
dlffuao6 of EPOM matodal/ Coal36 bubblo asrauon gdd ln SS€04, PP (vleln
plastlo mat€dal of minumum 600 m2 Bpedflo Bufac€ ar€a/ m3 ) c€rd6r blo
media etc. FB of 0.5m & SWD as r€qulr€d should b6 compl.t8 as p€r d€tall€d
sp€o'ncaUons. The outet ot tank shall b€ povld€d wilh Btraln€r (S$3O4) for
provenllng e8c5pe of Modla from lhe lank. (Ono unil uplo 10 MLD and two
unlts ror more lhan 10 MLO) Ar plpe of Gl and Sub waler plp€ o, SS318
mat6.lal. Volum€ of lhe bb nr€dh ahall mt bo la6a lhan 20% o{ t}r6 volum€ ol
ho tank.Prcces! oir blowoB of rot ry twin lobe rMll bo capsqb of povldhg
adequate oqigen for biologlcal proc66s to mainteln minlmum DO ot 2 m!y'lit In
MBBR basin and also to k€€p m€dla ln suspension. ln addluon ,rers would b6
intg.nal sludgo lrcil!:Jlation ladlity frmr Adobic Tank b Aroxic Tank as p€r
standard Oesign p6dice.
Proc€aa Alr Blourar3 or aaradon Davlco
Th. Plant should be baa6d on ol8.olved Oxygedorygen
Upl,ake Rat.
Control wlth vFD ddvon A.raUon O€vlc€.Th6 A€ra{on SyBt€m lhall b.
d6l0rud fo. 110 % C.paclty of
d€3lgn Alr rrqul6mcntTha !.rdon
Bod!/Aeradon D.vior ltlall bc havlne 100% lnatallad ltandby uhlt.
Alr dlfuser €hall be of dilU tubular typo, fxodlltdovablo, Th6 w6ti6d part o,
the acration systam of nomoro€lvc matsials luc}| as UPVC.
Blol^/er3 shall bo hous6d ln procss elr blolver bulldlng. Th6 mlnlmum ar6a
of th6 bulldlng ls20 sq.m. and h6lght of5m (mln). Th6 aurfaca A€|"610IB ar€
not accoptabl6.
tl.
7
Sacondary
6
CLrttar
Deslgnlng, provldlng & consuuding h RCC (tr&iio) ,r/ater tght B€cordary
dadfr€r as per d€8lgn guld€llne8 by CPHEEO mgnual. Th6 s€tter shall be
provldod wib 6 scrapor m6chanism ln tts wth opory palnli4 for coll€ding
he sed€d sollds at tlg botom .The sludge will b6 colloct€d in sludgo 6ump
by gr6vlty & sup6matant will f,orri, ovsr a weir & \./ill b€ coll€otad in a launder.
Retrm Sludge Pump Hous€ - ret u/rll wilh mihimum HRT ot 60 mlnut€s
upto io , oI 80% of rstum 9ludg6 ospadty and d6pth of sludge to be limited
to 2m, B€parata psn6l room outsid6 wst w€ll, 100% standby pump8.
s
Rarr aludco ,utnp hou..
Sump \Nith mldmum HRT of 30 hlnutar & daph of sludgc llmltod to 2 m,
4.5 m mlnlmum dlamter, a€parala panal room outBlde th6 \,vot \ /all
c
TERTIARY TREATI{ETT
coagulant Do3lng Syst€ry' Flash Mlx€. + Flocculatlon + S66ing TanU
Cladfloccllator. Th€ d€slgn valuss of lhs tsrfary treatrnont unltB arc to be
conlldor€d from CPHEEO Manual on water supply & Troat nenl
Flsh Hlx6l
10
1t
Rapld mbdno dovlce d6.lgn confimlno lo ls: 7og0 of 1985, oetentlon timo
eO 5€o, velooity g.adient 30G4(x) s€ol with fans g6ar and moto. asr€mbly
Coagulnrt Doalng sy3t m
Doslng Tanke 2No8. Wth mixlrE, carrylng, doslng.\Nilh plplng arangoment.
Chornloal Storao6 ar€a aB p€r data/8p€cifcation8
101
S6,.e. Trl.rh6nl PL.l
sdrtA- gqp?|Itrri FEt
12
Floccrrhdon Tank
RCC Hopp6r bottoh uniE tEvlng slope >45 Dag a3 p6r indraullc and
proce$ daslgn wlth detandoo p6riod 20 minr{c! witl flocqrlator paddl€6
wlth g€ar and mdor ass€ribly as p€r d6lgn. Floce.rlatoa d69ign collbarnilE
to lS: 720&1974 fiypec).
Surfaco loEdlng rat€ 6000llt€ra/hour/sq.m and d€pth 2.5m uslrE PVC m€dla
\rith supporting amngem6nt ard sludge colleadng plpes a6 per dotail
3p€cificadoos.
13
14
Fllter Foed Sump & Pumps
Pro33ur6 Sand Fllter! for STP
RrDld Srnd Grrvltv
151
r. FlltE grnd
epadtcs
less ltlan 1oMLD
Fllt rr wltlr sh.d
Effediv6 glza 0.,15 lo 0.7 mm, rntformlly coeJffd6r not morE tlEn 1.7 nor
less than 1.3, depth of sand 0.75m, fta6 boad 50crn, glavel 0.4lim ln d€pth,
sand and gravel connrmhg I'o lS: 8491 (ll 77, backw83h by air waEh (il
lp€dfsd) 6nd h6d vrash by $lai€r, standad
apporLnance3
(to
b€
sp6df,€d), rato of fio,v contDller, filler gewe, sand o)earclon guag6, 6tc.
l\lash Wat r Tank
Wash Wat6r tanks of capadv equal to 2% ol doCgrEd q@ntt of filtorBd
r/aterin a day(+) 10e/6 with Eto l0 li,k H6ad (assp€dfed)
15.3
15.4
Wash Wat6r Pumps
Wash Water Pump3 wib 1m% $andby
Alr
Blowlrr
vaNE3rgat!8
olt6l wash wator inl€l- ou0€,t and 8ll typ€s and sizB6 of valves/gates
as p€f deslgn of sp€dfod mak6/bcnd.
15.5
lnlet
15.6
All typ.3 gauge. .nd noturt llgquired for flter operatioB and
backvashlrE etc.
157
Ih6 flltrauon sv3lem could
.l.o
b6
w.ll t.3t
d cloth
m.dh dllk
o
DISINFECTION
t8
Chlorlnc Contact T.nk
Deslgnlng, provldlng and @natructing chlodne contact bnk of adaquat€
capadv to d6al wllh svolgea fow. Tha CCT ahall hav. baff6 WEIIB for
anhandtt mling ot chlorlnc. On6 unlt of tv,o aompaftnantq contlcl Uma
30 mlnutaa of aval.gr ilow to adllrvc 99.9e% Eduadon ln collfurn.
Chlorlm doaa9. ahdl b. mlnlmllm 6 ppm pirvlaloo lncludln9 d.llgnlng,
plDvldlng & conEtructng wrtaa 6uppt aFtem for chlodhrtlon, .f|€mlcals
FBparadoo, dorn6tic use, gad€olrE eb. compl6ta.
Chlorlnator & Chlorlnator Room , Tonner Room
D6signir€, prcviding and construcling vaqluft lyp€ c* odnatoE having
ad€quat€ capadty for dos€96 of adequete chlorine to ensuG 09.99% colltbnn
reduction as per obligatory plovblons delall€d spedlicallom wjth nec€ssary
povlslon of having chlorinator rcom of adequato slze. The chlodnalor (min.
lW+lSB) oqulpm€nt shall hdude drlodne cflindoB, tonn6B, piping, valv€s,
m€asudng conlmlling oquipmenls, saf€ty d€vic€3, lllling oqulpment, chlodne
17
boosler pumps (mln. lw+lsa) elc. compl€te as p€r lS-10553 (P6dil). Tho
tonner room should havs mln. 3 MT capaclly cran6 for loadlng & unloeding
fedlity, nout'alizalion pil. Tonner storage should b€ disllnclty lsoldod and
3hould have min. slotage spaca for '1 5 deys as p6r the doElled apecltlcalbns
& as p€r gas law & laclory act Bhall b6 povlded. Chlodnatlon room of mlnlmum
25 m2 area 3hall be plovid€d. Aloth€r matchlng sm6nitl6s 3hell be pmvlded, 5
MT ganty tall shall b€ p.ovlded for tull longth of tonner rcom e 6 m Hl fom
lev6l of lonn$ rcom wlih oull6t.
t05
S€cton A - S€'*rg.
1a
18.1
Gr.vlly Sludge Thlckcnsr
Sollds loadlng rat6 ol2$35 kg/mzday, Deslgnlng, provldlng & construc.tlng
wEt€rtlght of sludg6 lhlckone.{Evity type (ploket fenc6) in RCC ([,13O) \rith
inl6t & outlet pipes, c.ntral fued well, shidge it & sludgo romoval
arangement, groutirE wherwer n€cessary with walkyyay all around of
1.20m with Gl pipe lailing int6rconnedihg Cl pipes all complBte as per
sp6cifcatjons, havirE botto.n siope 1:6 & min.4.5m SWD wit'r noCessary
futed bridg€ sciaper araSngomont as per delail€d specifications & necosgary
& outlet arangement, All other arangemont as par detriled
spsclic€fions. (One unit upto l0 MLo and t$o units for more than 10 MLD).
inl6t
I\,{in
sludge cohcentr8tion in thickened 6ludg6 shall bs 5%.
Slud!. Holdlng Sunp
14.2
Mlnlmum HRT of 4 houl!, O€slgnlrE, prcvldho aad coBtuding of sludg€
t|oldlng lump snd pump tor dlctuOlno sludC6 to c.ntni.A€ uelno Cl ptp.
bompleta as p€. del,allod 6paarfrc€ton. AgltatoadMlxors shsll bo pEvldod ln
sump for k€6pln€ Bludg€ ln suspenslon. Th6 pump shall b€ of Hellcsl Eor€w
pump3, 100% sl,.ndby.
Sludg. Dowetedng Equlpm.nt Room wlth C.ntdfug6 or bdt
acraw paaac or Fl,lt.r Praaa or Combl-machlna or Bag Typ€:
18.3
18.4
p,... or
O€alenirE, provn irE constudng srld lnstalllno lrdudirE {oundadoo .tc.
S€nufi.Jge or b€lt pr$a oa sol€w pa€3s or Flller Pl!3s or Cdnbtfiedrlrc or
bao Typ6 to handlolh6 sludgo io/v as p€r sp6dfcaucns, \Nilh appopdotc
inlot and outlEt prcvision, sludge de\Natsdng unlt drain stc. Complsto as per
speolfcatlons.
SludOo/
ffltrat
Pumps
a) Capacity to pump sludge ln t hour with 100% stadby 12G25%
€ffdsncy, 'C' valu€ to b6 adopl€d 50% than that of uater to calqjat€
fric on lo€s)
b) FlltEt€ from thlck€nlng and dewatertng to beEnveyed-niy
b!FVd-6
kg/Bq.cm.
19
Valv6a,,nales
lnlel oud6t ,sash wat6r lnlel - only Cl D/F and mlnlmum
por approv€d mak€/brand.
m.l r!
stzeE-Ooi6--
20
Alltyp€a Oaug65 and
21
D€wEtedrE during 6nliE,,,rork using any t€chniqu€.
22
Neoessary lnstrumontatlon and control as per sp€cificatjons
!€quked for O & M as p6r Oa*gn of spedffed
Osttall Sew€r
23
It shEll b6 d6dgn6d for taak fows. Doslgnlno, p.ovidirE, oomtucting
apprcpriata si26d out all s6^lr, o, RCC (NP2 dase) dpe to dbda€€
tt€at€d €ffiuerlt lo th€ loaal \ala!9r body/nsllah at lhe point shorh on the
drawing includir€ n€c€ssary ohambors ,o. inspection & deaning lncludlrE
excavetlon, d€wEtering,
21
l.flllng lndudjng app.opdate bedding.
Plplne work lncludlne Vahr.r.nd Gat a
Provldlno, leylng end jointl.E plant fipe3 es pcr spBdicetons, lndudlno
lniorconnsadon bypess rFano€m€ot €!a. of grretn€nt unfts lndudlhg
adequate numboas o, manhol6 chambo6. Tho lt6m lndud€s €xcevatons,
lrfilllng & hydraullc tosting of pip$, valv6, gatest accsssoriB & aost of
lolnung mai€rials. Th6 ltqn lndud$ Equlrcd channd6 with gatls or
lntorconnoction of untt!, etc. for a[ units a3 dir6ct6d €rG complot a. p6.
d6tall6d spedfca{oB. Sludgo ptpes strstt b€ slz€d for maintainirE mtntmum
voloolty for pr6v6ntk n of sollds.
108
Tl..tn€nt PLnl
s€.rbn^.
S.rt
Tl!.tnqtPb
Admlnblr.{v. Bulldlng cum l.'bo.'tory (G.l)r
25
Designlng, provldlng and constn (drE edmlnistsative bulldlrE, ofnc€ c1m
Laboratory lndudlng stores. Thb rhall b6 a buildirE havlng epplopdato
carpet alea and ground foor and at flr8i foor compl6t6 a5 per spgcmcatons
lncludlng necssaary e)Gavatlon, foundatlon In RCC M 200 framed glructure
B. B masonry ('11- olass in C.M. 1:6) 20 mm c.mel( plaster ln C.M'1:3
Insldo and oublde psinliry. Alumlnlum dooa and window with glas! panels.
moGaic tle f,oorlno and skiiing ard all oh6r allled items, fxluGs fast€ning
ele(foificaton anaio€ment water supply arangomeit dc cornd6t6.
a) Grcord ioor to accommodate admlnllta0ve offce & labor8toav
b) First foor to accommodab Offce of the Plar( ln Ch6E€, air monltodrE
equipmonts to mea6w6 wlnd dlrBc{on & 3p66d, hydrcgen sulphlde
25.1
LaboEtoN €oulomgntE
25.2
Fumlturr 6nd Ofic6 Equipments, OIllcc fumlture (Mak6: Godrsl/ or slmllar
approved quallv) aB per spadfcalooa
25.3
25.4
26
V.r llrtldn .nd Srf.rv.dul6m.nt .!
o€r sDecificalions
Sanitarv blocks
Malnt nrnc. Wor*shoo of size ss o€r 3D€dfcaton
Ah blovra, Bulldlng wtth Alr Blowanl
Cap€blo of dclkaring adoquste ftE€ elr for a6ra(on dovice \rlth tuli'gble
pr€BBUl! (1 O0% stEndby).
Mcc Room of mlnlmum I m x I m cloar lmld6 wlth
safiaty m6asura3,
2A
approvala of vaduos slatutory/ centrau for€lgn authodty ss appllcable
29
Elec#c lnatallatloa: Both lntemal ard 6xtemal IndudlrE €otrB plant area
as per tedinlcal specifcalions. DG 8€t shall be plovided tor mln. 50% ol
electical lo€d on ave.ago flo r conditon. DG roorn shafl be plovided.
lnstumentadon thall b€ provlded ln be plant which indudes l6v6l sensors'
DO seftoa, rosldual chlodno anavaor, pEssurB gauges, floiv mciars, l6vel
srnitch@, prossurs lndicating and tompaf!fula transmlttera, alam3, 6lc.
Mainbnence workshop of sizo 5m x 4m x 3.5m shall be provld€d.
30
Gonorrl lntratuc{urs D€lBloprnar{i
Scop€ sbo lndud6, DeslgnlrE, provldlrE and consttlJcdng general
inftastucfure devolopment $rdt e3 lntomal roeds of mlnlmum 6 mtr wlde,
compound v/all for STP 6it6, lnternel afld and bulldlng llghftE!. pe$ways
of mldmum I m t{d€ to aocs$ all STP unltB and Entranoo Gri! ln MS
fabrlcatlon, ato. rll oomplatc a! par ap.olflc.tlon. and dlraolcd by
.ngln..drt
In
ch.l!..
lntamal aoad3
30.1
Asphalt rcad (Mlnlmum 4.5 m)to connect all units ftom main gato of plot-
Compoond Wall as p€r th€ dant lEyouta, kng tte boudary ot STP 3it6
30.2
30.3
(consldedng plsnt layout fur lntErm€dlata and ultmatB build out capadty and
3il% l.ndscaolm area).
Gi€on B.lt (33% Iandscaping 6116) .! p6r spodfcatlon
Itete (R3. ln
Laca por
Capacity ol Plant (MLD)
Sr. No.
Uoto2
212-Ot
2
2to3
1a7.Ot
4
3lo 5
5to 10
lOto t5
ee-0{
,137-O
8A.00
7?-O1
15to 20
107
Sacllon A .
SaslE Tr!.tnrrt Pbnl
N9rtsS:
'1. FIne 3cro€tu (SS 316) ere of me.henlcslly cleen€d typ6 to. workkE uni
and mmud ber scIe€n typ6 (SS 316) for sbndby unil
2. For dE nlcal pedpltaton, Flssh miing Tank and Floc.ul,atlon Chamb€r
ar€ opdonal. Th€ dorjgn vslu€a of Ole coagulation syst€.n. arB to b€
corEld€rod ftom CPHEEO Manual o.| Wat€r Suppv A TEatmont
3. Upto 5 MLD Capacity STP .hlorinaton m6y be done by ustno sodtum
hypo.hlorit9 solutlon. Abov6 5 MLD capadv Cas .hlorinator to b€ provtded.
4. GBvlty sludge thicl(ongr ls not provid6d upto 3 MLD oap€olty STP.
Sludg6 t{ill b€ oollect€d lr{o eludgo sump & pump€d dirb.dy to sludgo
de',vatedrE 6ystem.
s.Fih€r pr63s or Bag Typ6 dervatedng can bo provided for STP's upto SMLD
capacity.
6. Chlqinator room not providBd for STP upto 3 MLD.
7. Boundary wrll, gEt6, lntdnal plant rcada, storm wEter dratns, stt€
d6r.nca, hidac.plre la coialdild ln acopa. Ptent ro.d ahall
wl.L.
8. Allrl,et r Etalnlng dructlr.. a.B ln li,t30 grad. of co.lcrlt .
g, Lead for oxc€vadon b conrldered as 50Om.
1
b. 4.5h
0. Grad6 of Bt66l us€d i8 F6 415.
'I 'l
. P6ak factor considercd for design for plants 2 to 5 MLD ls 2.S, 6 to 20
MLD is 2.25.
'12. Th€ lat a mentiorEd abov€ STP ars consld€rtng sit€6 rallil,lc ln S€iamia
Zone lU. For slto! falling ln .alrmlc zone lV and V shEI bo th€r!.t d by 5%
and 8% re8p.dlv6ly.
13. Strucfural dasign cdt€fla approvod by iochnical comml(ra shall b€
spplicable for d$ign.
14. Hydraulic design ot lh6 plant shall be conside.ed ,,vifi noo fal disdE ge
of re5t6d s€wqe to local water body (above HFL). Hydraulic loss sha b6
wo*ed olrt for peak flow ooodltion and shall not exce€d 4.5 m in any
ciacumgtanoea unl699 olhaMsc SltB speclflc condttlon and approvsd by
hchnlorl c.mmlttr..
,|5,
Thc coat ot !a\raC6 pumplrE atauon 6nd dalrt maln ls mt lncludad.
10. Mek a ot aqutpnE { shlll b. lpprov€d by GWSSB.
'17. Th€ Etar lndude! oxoavatlon. rofitttng .nd ihrowtng sway arttra stJfi es
dlrect€d by tha E.€lneer ln Ch6E€.
1 8. All oth€r d6tells 6hall b6 as p€r doslgn cttterta and detall sp€otftcadons.
1
r3i. St bllhadon Pond(O)ddr0on Pond)
pod of 8lz! a8 p€r d$lgn lnd drawing
lhcluding plovldlng and laylig frat bdok pltahlng t2 cm $tck tn C.M. 1:6
lnduding frlllno In jolnts wlth C.M. and canont polntng I :2 on surhcs,
povidirE ard lsyirE dry rubbl6 pitding 20 .m thtct at side of dhbankment
of oxidatjon pond, providlrE ard firir€,ifiting intets, ot t6tr distibutirn
box6s ,valv€g and gatEs levsling the bed and consbucling earth€o
6mbankm6nt of siz6 and slopa in 30cm l6yers lndudlng watering and
consolldatng to MDD At OMC as per soil 6xp6 e advice.
GOnsUUG0m Wast€ stablllzston
to 2 MLD
Bl Boro.td 2MLD but not o.c.Gd|m,-fi LD
A) Up
) Bewnd 4MLD Out not croerdtno
td
MLO
MLO
LD
-- - - --
[
ILD
5
5
MLT]
ssw'oa trastnent pllna
D€algnlng (hydlaullq p.oco33, stuc{u6l 6M sosft€dclcorlstucdE
and coanmbsloolng A€rat€d Lagoon Seu/ag6 Trealment plar coarrisling ol
Aoaated laqoon tvoe
sll Civil, ti,l€aianlcal, Elealrjcal, lnsfumentalion compm€nts of vaious subworr6 93 gfuen bdo{ indudhg necessary hydraulic t6sung, structuEl
t€stirE, €qulpment t€stirE. tial run ,or 3 months, etc. completa as dircded
by ErEin€€r.ln chsEe (tum*ey Job).
f€o boad of 0.6 m strall be miintatnea untess
fol 0.5 m sdpulated for sp€cifc unlts.
Mldmum
5.1
Itr
108
Orerlse
aG
122NO.00
toTatto
l0et00
l0rlo0r
Sacloi a - S6'fr!.
lnl6t .hamber havlng mlnlmum HRT of 60 s€conds with platform,
5.2
5.3
ralllng & hand wh66l opoGted
bypE$ m€chanlsm
cl
hena
slulce 0ates for each chann€l and plani
T\4o lppaoedr chann6b (mln 4.5 m b.E), m€.fEnicelly deanad bar raa*
6cr€€o 1(x}yo stardby (20 mm d6€r opanlm l0 mm 0!€. nats), Cl sl'lct
gat63 (ooo beforE scrren & one aftor sarBeo) \Nih op6iE{ng platfofln aft
v/alkrvay oo both sld6 wi$ hand railing, bolt conveyor systBm Incl. panel E
push bottom switch at local level as wrll as MCC room for t\,vD way contol
st ndby untt3) of I m ard surfacg lo€dlng ruliablo fol
!p, Gr of 2.4, HRT of I mlnuto at av€ragE fior,, horl2oibl v€lodty nd
Gdt Chamb€r (100%
5.4
o,(caadlog 0.30 da€o st p€ek f,dv cornpr&lno Cl sfuico gat.3 at upsdeam
lq rEgulaia fou6 to olhar.hemb€r as ltrll aB bypass unlt!
io 0.15 m wilh n€c€ssary flo$
m€asudng devlc€s/m6t$ consisting of dlgftal lndicator ln Ds A mkl
Palsholl f,um€ havlng h€ad lo3s llmltod
5.5
Dbtrlbudon cfiamb€r with
5.0
Cl slulc. get63 Io. each
lagoon
&
byp€31
chamb€r,
mln 2.4 m x 1 .8 m of r6qulrsd d69th, op6ntlrE platform vrilh Cl plp€ upto
c.nral
DIer
Faoultatva aarulgd lagoona lnoludlng all a,rclvallonddvll
rvo Jrmb.nknant tl,!*/bdckhtorc pltohllf , blilar, txtd platlbm!, wtlk
rl,.y! with rillng!, ixld t)D! lurtoc. .lntOr! polllhln! pond It ltqullld !t
p6r
spdfcalions €&, comPhle.
The dgsign consid6latons 6tEll bo as sttt€d oqdier and 6full oorifirm to ths
latesi slipulalion of Mdnual on So\iarage & S6,vage TrBdun6nt. CPHEEO,
5.7
lrlnlsty of Ulban D6velopm6nt.
The dellgn of th6 Surfaca Aeraton Syrtom shall b€ \rto*6d out as per
d63lgn standad cdt€da a3 p€r the O,q€en tlansGr effcl€noy giv6n by tho
apprcv6d manufaclurors. Nocassary caholatons ol oqilen domand uslng
stoadad formula taklm lnto condd6rslron the oxy96n satulaton value ol
a6ra96. temperafu€t barcanehic Prsssulo, D.O to b€ nalntaln€d In th6
wa3t€ 6tc. lncludlng celaulatons ior dstemlnlng convarslon Iactor for
a$€salng oxygen devlatlons from standad condltlons to lleld condltons
should bs submitted along with th€ bldde/3 design infomatlon.
S,rrraca fix€d typo serators is v,o*6d out. Each radlal flow lorv sp€€a
..rator shell comDrle.:
Sulhblo HP elecLic motoi, 1140 lpm, TEFC typ€, lP 55 PROCTECTIoN,
CLASS F insulation, vedcal f,ange mour{€d. Aerator duty HELICAL GEAR
BOX wlth 6eNice factor of 2, drywell arang€ment on outsut shafr to make lt
oll l6ak proof, iniogrally casi MOUNTING BLOCKS WTH CASTING to
f6cllltate aerator con€ lmmersion adir8tnent in water AEMTOR CONE ol
approp.iate technical deslgn, stadcally balanced alorE wi$ DRIVE TUBE ln
mlld ai6€1. sand blasGd €pory pelntad conafrrclion. Cono 8p€€d shall bG
noar, 55 rpm and 3h.ll rl.[ e)(c€ed 60 lpm. MOUNING STUDS and
FASTENERS shall b€ ln mlld sts€l galvanlzod consuucdon.
Afi6r aaratlon flor/v shall dl6dte€e 0\,6r ou{at which shall b6 provld6d wiu
adlustabl6 FRP weh to 6dJud the TWL ln legooos wlthln rang6 of 100 mm
Sulieblo baInes ot sdaquat slze shall bc provlded to dsmpon the u/av€s ln
5-8
DlEulbuton dlambar w t Cl slrrke gataa foa eaafi compartn€fit of a€ratad
lagoom & bypass chamb€r, min 2.4 m x 1.8 m of raqui.6d dcpth, opolatn!
platform wlth Cl plpe upto central plor
m daar lmld€ wlth aafaty moesulBa
IVCC Rmm of mlnlmum m r
apprcval of vedou! ltafutory/ c€ffau forllgn auhorlly er aPPllcrbla
I
5.10
Admlnhdv. Bulldh In Two Storly! (noor wl!. ar! ett tdn 6)
orouna f,oor o accommoaeta edmii{3tEtfua office & lsboretory
Flrrt foor
to
equlpments
5.11
I
accommodato Offca of tho
Plait ln ChaEe, alr monitodng
to measuB wlnd dlt€c{on &
speed, hydrogen sulphldo
con@nhatlon otc.
By pqss anrnggmantt RCC dp63 wilh menholos alld C.l. 6lulc6 gatal
IMH to b€ Eised sbov€ TWL of adiacent uhlt)
109
Tlt.tnirt Pbrt
Sdlon A . S*rge Trc.hed Plam
Slr.
E;aln.eo 6r.ng€m.n|! RCC plp6s
dlrm€t.r !3 psr dasign.
Unit
!p lo plol
boundary (!s tp€cmod )
5.12
aour tntoinat ano exrernat hdudhg e,tlre plant ar€a (as sP€clfl6d).
5.13
L6boratory eq!ipmenls
As
ps
rcqui.emeni (to be spsined dunng l6ndshg)
5.14
:srpet
area
15 squar€ merq minknum uP to 25 MLD and 25 squai.
5.15
nsrs
5.15
adminlslrativ€ blo.k €nd ht€mal ro6ds.
Ebove 25 MLD (or as specmed)
fo accommodato oltce room, hbo.ato.y rcom, and asf'hah road lo conn€.1
all
5.',t7
urits Lom main gate of ploi,
Dgwacring during entire l/vort using any technrque
(D-cmonons trom sr. uo.r rc 7.25 shall rrom 5 pan and Parcel or the tender
and musl be inco.porated in drantender palss ofa€..ted lagoon type
e n€c€ss.rylhanges shoold be c.ried olt as p€r Sh6 co.ldltlm .nd
prolecr rBqulrem€nts ar th€ llm6 or preParing oLP 3lnl.t chamb.rcan bs
dropp€d when Aeratq is progos€d oth€tuise lt should be included.
izi
E
Hyddllc
loss
il
BntireTarated lasoon shall not sxc€€d 10 m
h
anv
cicumstar*€s unless olherwise sire speclfic condnbn deslgn
diteria approved by Technical commllee shal be refetred and
ilem descriflion shall be modifled accqdingly
i4t=r.ucGG;ri clireila o E
techni.€r commine€ sharr b(
in data sheer No
sl-ll be sp.cltr"d ir'
D-;sigr,
h any render chuse
overroading p.ovision shall b€
(5)
tlo,
-d
ke
iO)rrrrotire, Oeraits
rtAtue asperdesign
ctlteria and detail specltlcations'
Tlre totto"i.g rates are to. sites lalling in seismic zorE lll for sites
'allinc
in zone lV and V rates shall be increased 5% snd 8 % rcspectivelv
iii
orlra $ulf l0
Gt Ths rat6r l"clrdot orcavatlon ,r€illllng lnd urcwlng 8wly
l€ad uP to 500m
a
A)Uplo 5MLo
MLO
6lE;i;a;raro
MLD
6ffiis o*eiir.ltz.d .sid.Lt ite.tllsl.Etm)
ano
GtatteO Oesign and enghaerhg or P.ovlding, @nsltuclron, l6ehg
ueaunsnr sveem)
Li-iob","s oEwAri (o6e;rarzed wasr€ watertresthent
systems
orsnt lor sewaoe trearm.nt b.*d on .naetobr
bonsrr"u.q
or
i"nrng
(Pnmarv second.ry), a@qobrc baril€
"h"mb€6
water srorage tank, nees$ry piping works
una-"roui" nnet, tr""ted
ro. rnret, oltrei $@ring and ByPass aiiangeme wtn requned valv€s
gares, dr3in, screen, inlei chamb€rs etc, compEte includhg cost of al
;ssocrated civil, mschsnrcal, el€cl,lcal *orks. Focess and insrumentatio'
plan singl€
dlagram, hydrsullc dlsgram, sile layout pEn and sile gradlng
plan,
clvll an(
quality
assursrEe
philosophy,
diagr;m,
codrol
lin;
hechaniaal General aranqement drawings, strucrural deslgns an(
,e"a-,
drawings, consr,uction dr.wing6 mechanEl equiPmmrs daiasheets an(
d,,*i""s. mersrion and mainrenance maMql!!9!g-
".,h,,r
"--;.
u lrs tt{cLUDEo:
It0
2142000.0(
?
i,\
S<ion A . Semg. T@hed Pl.n
liiu
1-
tnll
Sel lng CrBmbers (Pnmary and/o. seconda.y)
2 Anaerobtc Esme Reador
4. Treated
:
wars stqsge r.nk
OTES:
Th. necessary changes shoutd be canied out.s p€r Site condhton snd
p.qecr rcqulremenls 6t rhe rtne ot prepa.rng DIP,S.
2.) Structurar design cntena approved by technicat comminee shal b€
1,)
3.) Deslgn llowshatl be specifled in mtd ln dala sheer. Noseparare
over,oading p.ovision shalr be tepr in any re.d€r ctause.
4 ) An orhs delafis shal be .s ps design dil&a and detart specircarions
5.) Therares iftrudes ercavaton, renfing and throwing away exra srufl lo
lead uP ro 5&n-
A) cosroto.l MLD clpaclry DtwATs
' Add (Pro.ate) ro. capacty above 0rMlO up
B) Cosr or 0.25 MLO
t800000.00
'o
cspacly OEWATS
O25M-[d-
:
580000.fl
3$Ux,o-Oa
' Add (Pd6te) ior capacny above 0.25MtO upro
l) Cost or0 5 MLO @pactiy OEWATS
' Add (Prdare) rd @p.ciry .bo@ 0 5MLD u'To
D) Co3t or 0.75 MLD
O.O5 MLD
O
.si/t-[E
O-j5M-86--
clpscfty OE'TaTS
0,05 lvLD
550{'00.0{
4200000.00
o.o5 Mf
Il
tt oooo-oa
l7aoool).oa
I{OTE:
P!.nbd Gr.ltr FIt r b.d rh.[ !. Pllltd.d
rh. ..r. o, th. ..ni. .h![ D. .torhr.d.
r.p...t t,t rqutrod.nd
:
l
a
a
a
:
ltt
:
l
I
a
a
:
1
1
a
a
?
?
?
Scctid
B - Chamberi & Manhole ltams
llem no.
Slze
Unit
Ratos
lo,
2014-'15
Item
no.l
V.lvo Chamlrars and anholes
Construc[m of v3lvss chambsrs in b.ick o. bola storE tn soiyy, loc.ll!, rv.ilable in C. tri, l:6.
Foudatior cooc..E 15o tllln inid. in C. C. 1:a:8 oi tr.p nrsEl alra 25 rln to ,O mtnlhaclq insk o
c.mcnt pl..t . ln c. M. 1:3 .nd c.m.tll poin n0 ousldo in c. ii. l:t .nd io9 cov., ot P..G..l
RCC al.b lm mih thlcl (whh t y iol. ln two p.i., ..ch silh h.ndhr or MS B.r !tc. compl.t
.. glv.n ir.) Upto I I[t. d.prh l.om C. L. to plp. lnwn l.v.l lnd. ocmpl.t ctull sod.. bgt .rcl.
co.t ol .roavailon .nd r.tllllng, lirlth oaat ln Jtu RCC ali.b ln on. alnela plao. wllh llrlng o, Cl.
MH F..m. .n.t oovcr (6xct. cost ot Cl.lliH F..m. .nd covo., wilh 23 fttn lhlck b.lck nr.3oniy w.ll
ln C.M.l:o
.)
Siz.otl.30 m r
1.30 m.nd l.Om doap
in rwo pans 15 mm
- do - with single piece 10 cm with ti{ng M. H. cover
wilh precasr slab
2
4
Wirh bela in two pans '1 5 cm
- do - an single piece 10cm
5
For 1 [rtr. Extra Depth
b)
Slzo olchahbor 1.30 m x 0.00 ln.nd 1.0 lnr deop
With precast slab in two parts 15 cm
- do - wilh single piece 10 cm whh fixing lV. H. cover
3
1
2
4
Wirh Dela in two pads]scm
'do - in single piece 10cm
5
For 1 Mlr. Exua Deplh
3
c)
1
2
3
4
,r096r-oo
1830.m
10599.00
:
s0r3.o0
5875.00
No.
9067.00
8577.00
8a64.00
8s00.oo
5r00.00
Slt.
o, chlmber 0,9O m r 0.90 nr .nd t.0 mt. dcep
in two pans 15 mm
. do . wilh single piece 10 cm wilh lixing lvl. H. cover
Whh bela in two parts
- do - an single piece
For 1 Mtr. Enra Depth
with precast slab
d)
Slr! o, ct.mber 0,60 m r 0,50 m lnd 1.0 nrt. deep
Wnh preca$ slab in two pa(s 15 mm
2
- do -
4
with single piece 10 cm
Wilh b€la in two pans
- do - in slnqle piece
5
For 1 [,ltr. Extra Deplh
3
No.
with
fjxing M. H. cover
1a72.Oa
70rr.0a
73r4.0(
6870.0!
{325.00
No.
5ts5.m
,1061.(x
5098.04
4820.0{
3163.00
It.m no,2
ftovldlng altd crn3lructlng Sawar manhol.a, 3crapar manholaa and unll houaa connacllon
cti.,nb.r, .r p.r U. typ. d6lgn ln bdd( m.aorvy in C. M. 1:5 rnd ln.t.a.nd ostsid.2orrn
lhlcl pl..i.dig ln C. li. l:3 n c..xry l0O nrn coplng sftn r.lnlo.c.n in RC.C.il. 200,
provldlrle .rld nrl]E C. l. c€ps .nd flrlng m.nholo fi.lrrc .nd cow.. (Blrl .rcluding srrppay ol
.i.rlrol. rrn .rt.l covcrs) ovgr m.r|hol.3 .nd ho.rs. corrr.c-rlor ch.n$.G .nd trring lt.nhol.
covoE (Dur orcluding supplrng ol mrnholo covors) ove. 3cr.F.r r..nhol. ct . cornplab,
providing lnd flrlng grtety chain *h...v.r nocs$ary.s por $. .rlpul.rion3 in rhc B'pe d.sagn
comploao.3 po, lli€st CPHEEO rnir|u.l. (oxcl. oxcev.tion).
112
:
sdh
Slr.
')
1
2
s-
cbm6
tlnir
r\enhd€
h6.
Rates fol
2014-14
M.nhol. t!,pc "A' Circular type h.vlng lnslde diameter of 1200 tnft for depth upro 1.5 tn
dodn (to. 150 mrr ro 500 nrm dl. !ow.r)
't1780-m
Manholelype "A" as above bd upto 1.0 M deplh.
No.
Extra depth beyond '1.0 M bur upto 1.5 M depth lor "A" type manhole R.Mt
54m.0(
b)
M.nhoL ryp. "B" cirruLr rype h.ylng lffiill€ diameier ol mlnlttrrn ls(n rtn and tor
d€prhftom1.5 ro 1.0 Ir, (lor 150 rrm ro 6m mrtl dia sex.r3)
1
Manhole
2
Extra depth beyond 1.5 M bur upto 4,0
c)
M.nhole t!'p€ "C" circul.r typo h.vlng lnside diameter o, mlnlmum 1500 mm.nd tor
depth be!'oM 4.0 m io 6.0 tn (1o.150 mm to ,800 mm di6 sowo.s)
1
Manhole type "C" as above but upto 4.0 M depth.
?
Enra depth b€yond 4.0 lV and up to 6.0 M depth for type "C' R.Mt,
d)
1
2
,
'1
2
{t
type'B' as above but uplo 1.5
M depth.
Mepth for type
"B" manhole
No.
20390.0!
R,MI,
11490_00
No.
Mlnhol. B,pe "D2" ci?cul typ. hlvlng inside diamerer ol mlnlmum 15m mm and lol
dopih b€l'ond 6.0 M to 1o.o M (tor 800 mm to 1qx) nn di. s.w.G)
g6?10.0!
Manhol€ ryp6'D2'as above bu upio 6.0 m deptrr
Enr6 deprh b€yond 6.0 m 6nd upto 10.0 ft deprh for type 'D2' R.MI,
2ttto.00
.nhole
tyDC "D3"
2
Exra deplh beyond 6.0 m and upto 10.0 m depth for type "D3" R.tvt.
s)
S6.p.,
h)
1
2
a
:
:
circrirr B,p. h.vlng lnslde dierfleter ot mlnlmun 1000 bnd lor
1
2
18r{0.0(
iLnhole tlDe "D1" ctuc-Ul.r type h.vlng hsidc diameter of rnlninun lS00 mm and fol
dopth b.yond 6 m io l0 m (ror'150 mm to 500 mm diam6to. sow.rs)
Manhole lype "Dl" as above but uplo 6.0 m depth
No,
8ao{0.00
21350-00
Exra depth beyond 6.0 m and upto l0 mt depth bur type "Dl
Illanhole typ€ "D3' as above but upto 6.0 m depth
1
51t80.0!
:
No.
105390.00
25120.00
m.nhole il,pe "Sl" rectllEul.r B,p€ ,or 600 mm di. t0 1200 mm dit sewer pipes
.nd ror depfi 2.5 m to 9.0 m
Scraper manhole type "Sl" as above but upto 2,5 m depth.
Exra deplh beyond 2.5 m and upto 9.0 m depth lor type "Sl" scr6per
SG.i!Po. m.nhole type "S2"
daprh 2.5 m ao 9.0 m
No.
s0520.00
R,MI.
3mro.00
rsctthgul.r lypc for 'l4oo m.n dl.. .ow6. pipcs and lor
Scrsper manhole rype 'S2" as above bu upro 2.5 m depth.
Extra de h beyond 2.5 m and upro 9.0 m depth for type 52" scrspe,
No.
a6a50.00
R.lvlr.
'r9670.00
a
Venicrl Orop Mlnhol. arangement
Providing and cnnstntcting ncnicrl drop arrlngemeni of 0.6 m and i|ore halgftt as ,equired
in.rnding providing rndjointirB special luch.3 double T. E€nd requlrrd stonewate pipc fired
in m.lm C. C. .t ro$rir€d level as B'pe d.3ign dtting, jointing and tllhung.5 pG. specificrtion
l
Venicaldrop anangement as above upto 0.6 m height.
2
Exlra over ltem No.3.1 above ror additional drop b€yond 0.6 m
No.
20ao-00
:
a
:
1860.00
:
113
:
Sdion
E-
Chlmlss
Sir.
ll...m no.
Maoho
e
lms
R.tss for
2014.15
Ch.rr!.. tor
House Conaocaion
Providr€ end con3rrucridg rocaangul.r !.ick .ntsorry ch.mb.t lor house Goan.c,tion .s P€r
ryP3 dosign in brick rn$onry in C, M, l:3 including lr-10o in toundarion ii-150 ln benchin!
lmldc pl.stsring in C, M. 1:3 .nd ouEid. plastoring in C. M. 1:, coping in ,1200.nd lixing RCC
pnacast lnanhols tralrl. and cova6, but Excl. supply of m.nhola and covor ole comPlete excl
No.
]r.tr no.5 lI{ODlFlED.
7650.0(
1)
U.nrihrind Colulm
Providing.nd deotlng C. l. and llls vonul.ting columns 15 ants. di.. with C,l, otn.mental ctP
.nd Man 6.00 Mtr. Hoight (Height nrsy bo varying as per sita) b.se lired titmly with necessarJ
loundetion with ona coet ol red l6ad oxide painl and ono coat ol any approvod colour with 15
cms, dia.lo Mt.ln l.ngth with 0.35mtr0.35m1' ir100 Enc.ing, sto.row.ro or R'G.G. pipe
connccion f,llh ['1.H. inolsdlng arcavatlon and jointlng aa naqulr€d sic' oodPlata. al Pcr
d?.slng.
1
2
For 6 Mr. Haloht l6 Mt MS blDe)
For 12 Mr. Hetohr (2 m Cl 6nd lom MS)
No.
No.
3aem.oo
t2coo.00
EWtTE,l.6
T.mpor.rylPsrmrnont plugging.nd blocking ot scwer linq br.nch ooflnocaion3.nd diveBion
ot llows and r.mov.l ol.ll plugs, etc.
No.
1250.00
3OOmm dia. & belM serer line
b
d
I
q
h
ism-m
to 50omm dla. Sewer line
600 to 700mm dia. Sewer line
800mm dia.
900mm di6.
1000mm dla.
1200mm di6.
1400 mm dia.
15OOmm dia.
1800 mm dia.
40O
2500-m
3fl)O.m
No.
No.
No.
No.
No,
No.
3500.o0
4t50.00
5000,00
5500-00
7lno.00
75m.00
NEW ITEi' . 7
Loosen, de.silt and thonoughly cl6an and remove dcbris and objocts such 13 bould.rs, bricks
otc. b.ct€riological slimos, roots, oncrustrtionsr greass, carbonated d.po3ia3, olc f]om th.
.owar lino ancluding .llsposal ol silt, dobris / tr.lbt , objecB .ic. by sup€r sunctloh m.chin..
b
d
h
350mrh di6, Se\r6r line
{50mm dla. Sewer line
60omm di6.
800mm dia,
900mm di6.
1050mm dia.
11mmm dia.
'l200mm dia.
k
I
1400 mm dia.
1600 mm dla.
1800 mm dia.
20OO mm dlt.
Rmt.
Rmt.
Rmt.
Rmt.
Rmt.
Rmt.
Rmr.
r230.fi
Rmt.
Rmt.
Rmt.
a520-m
Rmt.
Rmt.
Rmt-
1t{
't/l35.m
18,t5.00
2460.00
3280.00
3700.00
4,450.00
5040.fl)
s880.00
5720.00
7560.00
a500.oo
:
a
sdbs.ch.nbrs M.i@hfls
Size
lrnll
^
i
R.tes for
201t 15
t\lEw tTEu . a
Scw.r Cl..nlng EquiFienr
Suppb,in& bsring .nd Col|rnissionlrE J.dng cum suc{io.r nr.6nEry lnclusive of four
wheeler vehicle TATA 1613/Eicher 20.16 or equlvalent make with sultable RPM lmponed
Itallan make Triplex Plunger Pump or running on vehicle englne havang flow rare of minimum
255 LPM and pressure mlnlmum 1 40 t ar wjth hlgh pressure jetting hos€ ot L D. 25.4 mm and
length 60 mt wlth MS tank of minimum 5 mm thlckness having total tahk caFclty 9000 llt.
Parutloned with rresh w.ler of 5000 llter and sludge t6nk of 4000 llter. Wth suction unit
lncluslve ofvscuum pump of mlnimum caFchy 390 m3/hr having maxlfium vecuum pGssure
of 85 lo 95% hsvlng mlxllnum operatlng rct6tlv6 absolne p€ssuro ot 1.5 tier runnlng on
vohlcle englne lrlth tank suctlon ho3e 75mm dla 6nd length 15 fi1, otc, complete with
hydraulic system, hose reel, PTO (power t6ke off unh), control panel, valves, inshrmonB,
accessories etc with cost of vehicles, etc. complete conforming wlth tender specificatons and
lS:11387-1985 or iG latesr revision
No.
b
30387s0.00
.nd Comrhissioning Jetting fiachin€ry lncluslve of Four wheeler ol
MAKE TATA 275|TATA ACE or Equivalent Vehicle with suirable RPIV Trlpler Ptunger Pump
h6ving minimum capaclty 13 LPM and minimum pressure 200 Bar dlreclly coupted wilh a
Supplying, tasting
separate 10 HP heavy duty.
4 stroke, air cooled diesel Engine. wlrh warer tank
having
capacity 5OO lil. with Jenlng hose of 30 m length with lD 1/4", etc. complele wirh hose ret,
sprayang hose and gun. valvesi insrruments, 6ccessories, with cost of vehictes erc. comptete
conlorminq wth render specif icatjons,
No,
1
920000.00
Supplying, lesting .nd Corntnlsslonlng Sydr.ulic operated clm Wnch Orivon Do3lltlng Grab Buck.l Sy.iom inclusive of Four lrtreeler of |\4AKE TATA 275|TATA ACE or
Equivalent Vehicle with system having travelling depth of at lea$ '12 m, sreet grab bucker of
20 ltrs capacily, hydraulic s)dem dfven by vehicle engine, 6mm wire rope with appropriare
size reel, with hydraulic cyllnder , hydro moto., nexible hose, oil tank, hopper, boorn, hose ol
appropriate size etc, complete with valves, instruments, accessodes, wilh cost of vehictes etc.
complete confoming with tender specilications.
:
891250.00
liem no-9
Dcslltlng ol inter septic
chrnb.r
D.siltlng ol lntor.septic ch.mlrefr lncr. firing or c.varr. Ctarning erc. with cto.ntng, rodding orc.
lor 'l0O mnl di!. S. W. pipo cnrmbor ro chamber.
509.0{
liGrn no.10
Ranova on ofm.nhole
R.nov.rlon ot m.nhoto by lncr..rtng rho heighr .t top tnctuding cost ot !xc.v.!tonn{ttn6g of
G, l. manhol. l.arlta and cow curlng .lc. aomplata lncl. all c.nlno and proyldlng ot maiaalala
whlch B ruqulrad ror lh. FnDot (.rc.pt m.nhotc rrum. rnd clver)
For.ll tt'p. m.nhole by Foyiding RCC I:2;{ Parrnion *.tts with re$rired rcinto.c.tno
thicl and circular opening rlth 500mm ctear di. and 0.40 mt. av. h!
No.
115
25 crfl
3258.00
i
Siz.
itom
no.ll (
Unn
R.bs
1o.
2014-15
OD|F|ED.2)
Traoing o, old m.nhole
No.
1242.6
No.
1242,00
rype
No.
1212.fi
''D" Tvpe
No-
1242.00
u
a
ll6m no.I2
R. C. C. Prec.sr chamber
I\,4anufacture, supply and delivery of Chemicallabricated RCC Precast chambers wilh top cover as per
specilication and drawing attached with the tende. documents for sizes as menuoned below The
delivery of chambers with clamps, nuG, Eolts and locking arrangement (without lock) is to be made to
GWSSB store or sites any where in Gujarat. The rates includes all 6xes, loadlng, caning. unloading,
stacking, including ocrroi etc. complete. Rate based on Wholesale Prlce lndex ol cement product as
127.3 for the Month of January 2013.
A)
60 x 60 x 90 cm de€p (Sulloble lo
B)
Fool resls lor obove chombols
c)
90 x 90 x 145 cm
80lo
deep
30O
mm clio pipst)
No.
2S48
Poir
786
No.
7259
Pok
r670
No.
983
(Sulloble lo 350 to 600 mm dlo plpe6)
D)
Fool €sls lor obove chomb€E
E)
Roles for providlng Top cover only
For 60 x 60cms
!l!e chomber
1768
2 For 90 x 90 cms slz€ chomb€r
114
1
a
^
.:
:
a
l
-
:
3
a
a
?
t
A
a
?
Section-C Mateial Section
Size in m m
SECTION:-C-MATERIAL
L In it
Rite for
2014.15
no.
2
4
3
5
ll6m no.
D. I. PIPE K-9
Providing ond supdylng D. l. K-9 grode plpes fq following nomlnol bol. dlomeler wilh lnlelnol
comsnt modor lhlno lncludlng qll lqxg!, lnlurqnoe, ftqnspodoiion, ftalght chorga!, ookol,
lnlpaollon chorg€!, loodlng, unloodlhg, conveyonca lo deportm€ntol !loE!, llocklng eic.
complete. {lS 8J29-2@O}. Rqtc lor Dl Plpt bql.d on WhobloL Ptlco lndo( ol Plg lron q!
147.1 ,or
(ll
lhr
Month ol t lorch . 2014.
With Excas€ duty
80
423
RMT
2
to0
950
3
150
200
1412
4
't
909
250
6
7
8
9
t0
tl
300
350
400
450
500
600
700
750
12
t3
14
t5
'16
t
'18
1200
3
4
80
100
I50
200
250
300
7
3s0
6
400
450
500
600
9
6743
8787
11361
1?679
14021
11144
20439
359',I5
With Excise dutv exemplion Cenificate
6
l0
4762
5688
000
lt00
2
3998
800
900
11
ID
mm
mm
mm
mm
mm
mm
mm
mm
RMT
mm
mm
mm
mm
734
864
127C
1713
2242
2884
3512
4251
mm
mm
mm
508C
6025
7851
700
750
800
10149
11321
12521
900
15311
t6
tooo
17
I 100
t8
1200
18258
23636
32075
12
l3
l4
117
Section-C [4aterial Section
Item
Unir
2
1
3
4
5
Item no.l (A)
D. t. P|PE r(-7
Provldlng ond supplylng O, l. k-7 gEde plpe6 ,or ,ollowlng nomtnot bot! dlqmolEr w[h tntomot
cem€nl morlor llnlng lncludlng oll ioxa8, lnluronca, ilon6poddllon, f€lght chqEes, oclrol,
lnspecllon chorge!, loodlng, unloodlng, conveyonce lo dopodmenlol slores, llocklng elc.
complete. 0S . 8329 / 2000) Role for Dl Plpe boled on Whol€qol€ Prb€ lndex ot Plg lron o!
lil7.l
for lhe Month of Morch - 2014.
ln
Wirh Excise duw
80
100
150
2
3
4
mm
200
250
6
RMT
mm
400
450
500
600
8
9
lo
li
12
t3
t4
t5
t5
2651
3289
3906
4619
5545
7232
9926
11233
mm
700
750
800
900
mm
mm
mm
mm
1000
mm
l8
l,Virh
15839
't8894
21309
35',t69
Erci3€ oxemprlon Cerrific.te
80
2
r00
3
4
5
5
150
RMT
8
9
10
mm
mm
mm
mm
12
2310
2941
3489
4124
mm
l5
l6
6461
8A72
10035
mm
11564
900
lo00
00
1200
17
t8
:
l
i
^
l
4960
mm
700
750
800
l3
l4
:
t26
1433
1979
s00
600
llern no.
764
1
300
350
400
450
7
621
mm
200
250
1
12951
0o
1200
17
102
855
1259
1603
2103
300
350
7
00
:
I
I
I
i
:
14152
16882
24516
mm
mm
mm
3r399
(B)
't
18
a
Secrion-C Material Seclion
lreri
Size in mm
Unlt
Rate
tor
201{-15
no:
2
4
5
1
3
o. t. P|PE o./ F.
Providlng ond supplylng D. l. K-9 grode pipes {ioiol lenglh 5 meler) for tollowing nomlnol bore
dlomeler wilh inlenolcemonl morlor lining including oll loxes, lnsulonce, lronspodollon. ,relghl
chorges, oclroi, inspeclion choEes, loodlng, unloodlng, conveyonce lo deporlmenlol slores,
slocking 6lc. complele. (B - 8329 / 2m0)
Wath
(D
Erciso .luty
r807
I
100
2
150
3
200
mm
3322
4
250
mm
4501
300
mm
6
350
mm
7
r00
9093
I
450
10668
9
500
lo
600
16923
I]
700
22744
12
750
25245
t3
t4
800
t5
1000
mm
NMI
2546
7355
12694
mm
27181
mm
37016
900
43393
mm
With Erciie €x€mplion Cerlilicate
ltI)
100
RMI
mm
1608
2
150
2266
3
200
2957
4
2SO
mm
4006
300
mm
4966
6
350
mm
6546
7
400
I
450
9
500
11298
l0
600
15062
ll
700
mm
20241
t2
750
mm
22503
t3
l4
800
mm
24725
900
mm
32944
l5
1000
8092
9495
mm
3861S
119
l
Section-C Material Section
It!m
Size in mm
unii
Rate lor
2014.15
4
5
no.
t
2
3
ftovldlng ond suppfy,hg lsl r no ed only Stondord lene[h Si]onewore pipes in slondod leng,lhs
of tollowing closs ond diom, )ler lncludlng oll loxd, lnllrronce, lronspodollon, fielght chorges,
oclrol, lnsp€cllon chorges, I ,odlng, unloodlng, convoyonco lo deporlmeniol siores, slocking
etc. complete. (lS - 651 / 198 9) Role bosed on Wholesole P ce lndex of All Commodily os 169.2
lor lhe lvlonth of Jonuory 201 3
Class A
a)
,1
100
Rmt
140.00
2
150
Rmt
203.00
3
200
Rmt
314.00
4
230
Rmt
373.00
5
250
Rmt
448.00
6
300
Rmt
658.00
mm
b)
Class AA
'1
100
Rmt
155.00
2
150
Rmt
223_OO
3
200
Rmt
345.00
4
230
Rmr
411.00
5
250
Rmt
492.00
6
300
Rmt
724.00
Itol|t
no;3
l'i::i'.: :
DWC HDPE plpes
Corug.tod
Provldlng ond supplying ol Closs SNO Slructured Woll polyethylene Piplng sysiems (Plpe wifi.l
onllne/offllne coupler ond eloslomedc seollng dng) wilh non-smooth Extenol Annutor
Cgrugoted ond Smoolh lntemol Sudoces (Double Woll) for non-pressure undergrcund
Seweroge & oroinoge opplicolion os p€r lS 16098 (P2) including oll locolond cenlrcl toxes,
ftonspodolion, freight chorges, ocLol, inspeclion chorges, looding, unlooding. conveyonce lo
a
:
:
the algpodmenlol stores elc. complete. (lD Dio)
W h e,rcise Duty Exemprion
ID
1
15
Rmt
204_Oa
2
100
Rmt
311.0c
3
125
Rmt
375.0C
4
135
Rmt
423.OC
5
150
Rmt
558.00
6
170
Rmt
692.00
1
200
Rmt
1',t02.00
I
225
Rmr
1300.00
9
250
Rmt
1500.00
10
300
Rmr
2000.00
120
:
i
a
t
Section4 Mat€rial Seotion
I
2
tl
400
12
5@
,t3
5
a
3
Rmt
30s6.0(
Rnx
4989.0(
6l)0
Rrnt
6683.0(
t4
800
Rrnt
1364.0(
15
1000
Rnt
16't98.0(
16
1200
mm
mm
16500.0(
t.
o
I
21e.U
Rrnt
334.0C
100
3
125
Rr
400.00
4
135
Rmt
4t1.00
5
150
Rrii
625.m
6
170
Rmt
759.00
7
200
Rmt
11&5.00
8
225
Rmt
1366.00
I
250
RYn
15217.00
10
3m
Rmt
243a.U.
1'l
4m
RmI
3320.@
12
5{X)
Rmt
5356.0C
13
6m
14
800
Rnt
1225.@
15
1mo
Rml
17417.@
16
12@
Rml
20500.0c
74m.00
High O6n.lty Poly Ethy'6n (HDPE . PE.100) Plp.. ln
S€w&. & lndu.trial Efflucnta & FOR Risino maln
.tad.rd l.nglh
3uit blo ror
ProvidirE & Supplying c{ lsl Maiked High Oe.rsity Poly Elhy€ne (HDPE - PE-100) Pipes in
stardard lor€lh suitable fo, S6$a06 & lndlEtrid Emu6r$ as p€.lS Sp€dficatioh no. 14i]33
1906 or lla let€st revisbn / afirdldmdlts indudlng sll local & cenlral tax6 & duties, freight
charg66. loedlng, unloading & conv€yance to dsparlrnental stor6 €tc. complgte.
Wnh
.xdro
Duly €&r'crn2
^")
I
a:l
&Ilt
93.0(
2
75
Rmt
133.0C
3
90
R
r't
t87.OC
110
275.U
5
125
358.0C
6
140
/l50
'121
fi
S€c{on
I
2
I
a
7
160
mm
Rm
sEli.0(
8
180
mm
tun
Ba_0(
9
200
Rmt
908.0(
10
D5
Rml
1154.0C
1'l
2g
Rrni
1417.U,
12
2AO
Rnn
1n7_ff
t3
315
Rmt
2250.u
14
455
Rnn
2852_OC
400
Rmt
3684.fi
16
450
Rmt
1741_G.
17
500
,8
5m
tun
7400.0(
19
630
Rrnt
c]67.0c
Rfit
144.00
8.)
mm
!
5011_OC
With excise Duty 10kg/crn2
I
63
2
75
Rfin
204.00
3
90
Rmt
292,@
110
Rmt
4:!1.m
5
125
Rml
556-00
6
140
mll!
6S6.00
160
Rrtll
908.@
1152.00
180
I
200
Rmt
1420.m
10
225
Rrnt
1793.m
11
250
mm
Rnn
22m.@
2ao
mo
Rnn
2768.00
Rrn
3n04.0(
Rrn
4456.0(
13
315
14
15
400
Rmt
5773.0C
16
450
Fimt
7*2.6,
17
500
tunt
w20.u
18
560
19
630
11S02.0(
Rr
122
15079_0(
S6ctlon-C Materlal Section
a
3
R C.
C- DIDE
5
l}r6drdt!
Poddlng ard suppvno lsl Staflrard R.C.C. pipes(of Sulph€lo R€si8ling C€rn6.t) in
standard l€ndhs of followlng dass and dlemot€r suitebl€ for 6lths collaa johl3 or rubber
dng Jolnk including all tax€s, insu6nc6, tlamporlation, faolght charlEs. oclrol, lnsp€clion
Nots : On6 collar 6hould bo suppllod wllh oach full leng h plain end€d RCC pip6, co6l
induded In rates b€lo/y. 0116 rubb.r dng Bhould b6 suppli€d with eat r full laiglh socksted
AI
Chs U
T€6t Pr6su.e 4 Kg/Eq.qn
150
Rmt
44t.00
2
2N
Rmt
604.00
3
225
Rml
47i2,N
4
2*
Rnt
75i.0(
3
300
Rmi
1075.00
1502.0C
6
350
Rmt
7
.ro0
Ftnt
14o3.00
2454.@
a
1L50
9
5m
Rnt
2655.m
10
600
Rrnt
353:t.00
11
700
Rmt
5004.00
12
750
Rmt
5166.00
13
800
Rmt
ffi64.m
14
s00
Flmt
7803.00
1000
Rrnt
9319.00
Rmt
554.00
B.)
Class P3 T€61Pr$sur6 6 Kg/sq.cm
150
2
736.00
200
Rmt
3
4
250
v4.q,
Rrnl
s18.0c
5
300
Rn
1317.fi)
6
350
Rmi
1E35.0C
7
4m
201.U
8
450
turt
&nt
I
500
Rfl
3531.0(
10
6(n
tunt
4871.0C
11
7m
Rrnt
6590.0(
12
750
tunt
6312.0(
13
800
Rmt
8349.0C
14
900
Rmt
6470.0c
't5
r0(,o
cJ
1
Class NP2
Tet Pr€$ur6
mm
2815.0C
a3g5-0(
0.7lGr'3q.crn
2152.00
150
123
Sectlon-C MatErlal S€ctlon
ffi&&;::JE:irffii:Bg
t
1
u
2
200
54.2.@
3
225
630.0(
24fr
717.U
a
5
5
300
Rmt
1004.0(
6
350
Rnt
1150_fi
7
400
Rifl
Rili
1221.0(
Rrn
1Et7.O(
Rn
1S88.fi
Rmt
2919.00
seo.0c
8
450
I
500
t0
600
11
700
12
750
Rmt
3029.0(
'13
800
Rrnt
3138.00
14
9m
Rmt
3698.04
15
1(m
Rr
512?.fr
l6
11(X)
Rmt
5073.00
17
1200
mm
mm
ff54m
la
1400
Rmt
t9
'!6t o
Rr(
1?,241.@
Rfl(
1/t76€.00
Rrnt
495.m
Rmt
623.0(
mm
Rml
705.0(
mm
Rir(
747.U
m
D.)
t8m
Claes NP3 T6l Pr6sur€ 0.7 K!y'rq.cm
I
150
2
200
3
mm
8068_00
4
2{
5
300
Rmt
1128.0(
6
350
RfiI
1314.0(
7
400
Rrt
1718.0(
450
Rrnt
2G,2.00
500
Rmt
?214.il
10
600
Rnt
2907.00
11
7m
Rnt
19t7.@
12
750
RE(
!ut35.00
t3
800
Rn
4742.fi
14
900
mm
Rtr[
5378.m
1000
mm
Rmt
720r.00
RfiN
[email protected]
a
16
mm
1100
124
Section-C Mate.ial Secuon
Item
Siz6 in mm
I
2
17
1200
18
1400
19
1600
20
1800
E.)
t Init
Rrie Ior
3
4
5
mm
Rmt
8810.0C
Rmt
11330.0C
2074. l5
Rmt
mm
Rmt
20322.U
Class IRS/NP-4
1
150
Rmt
13400
2
225
Rmt
962.00
3
2so
Rmt
1131.00
4
300
Rmt
1623.00
5
350
Rmt
2061.00
6
400
Rmt
2798.00
7
450
Rmt
32s5.00
8
500
Rmt
3490.00
I
600
Rmt
4471.O0
10
700
Rmt
5825.00
1'1
800
Rmt
8326.00
12
900
Rmt
9914,00
1@
Rmt
't238S.00
14
1to0
Rnn
12Sl8.m
15
1200
Rmt
14493.00
16
1400
Rmt
21220.@
17
1600
Rmt
26435.00
18
1800
19
2000
temno.6..:.
mm
mm
28755.00
Rmt
.., igJ:jir_:.] .
31191.00
i..';I1ii:;@
n. C. C. PIPE (vortlc.llv cttl
*oviOtngGnd supplying lsl Stondord R.C.C. plp€s(o, Sulphote Rellding Cemeni ln rtondord
lenglhs ol followlng closs ond dlomels sunoble lor eiihq collqr ioints or rubbel dng lolnis
lncludlng oll loxes, lnsuronce, ironsportoiioo, lreighl chorges, octrol, lnspeclion choqes,
loodlng, unloodlng, conveyonce lo depodmenlol sio€s, slocklng gtc. complete. (lS - 458/
1
2
3
4
5
6
7
I
I
Class NP3 Test Pressure 0.7 Ko/so.cm
300
350
400
450
500
600
800
900
1000
125
Rmt
Rmt
1190.00
1440.00
r 690.00
2140.@
Rmt
Rmt
Rmt
Rmt
Rmt
2340.m
3050.m
4a50.m
5660.0C
7580.0C
l
SecUon-C Material Section
Itam
no.
Size in mm
1
10
2
1200
11
'1400
B.)
3
unir
Rrta fot
20't4.15
4
Rmt
Rmt
5
9270.00
'11920_00
Class NP4 Ten ftessure 0.7 Kq/sq.cm
2
3
3m
Rmt
1710.00
350
400
Rmt
Rmt
Rmt
2255.n
450
500
600
800
900
1000
1200
1400
4
6
7
8
I
10
11
mm
mm
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
2800.00
3430.00
3680.00
4710.00
9450.00
10450 00
13020 00
15250.00
22335.00
SuppMng ol nCC Collol. for RCC plpes lncludlng oll loxes, coding, toodtng, unloodtng, etc.
compleie,
100
2
150
3
225 ot 250
300
350
380 or 40o
450
50O or 525
600
680 or 700
750
800
900
1000
1100
1200
4
6
7
I
10
11
12
13
14
15
16
17
18
19
I
1400
1600
1800
No.
51.0C
65.00
90.0t
128.0(
154.00
174.00
204.0O
234.00
326.00
436.00
485.00
525_O0
121.00
831.00
990.00
'r 191.00
1394.00
1705.00
mm
1896.00
llem no.
Sluicr valves, Butterlly Valve and Betllx Valvo
qnd supdylng lsl moft Cl D/F Stulca Volvgr , Bu edty Volves & Reftux Voivss o,
followlng closs ond dlomold includlng oll iqre!, lnsurcnce, iromportqioo, fElght cho€6,
ProMdlng
ocltoi, lnsp€ciion chorg€s, loodlng, unklodlng, conveyonce to depodmenlot stores, stocking
eic. comolele.
slulce volves wtth lst mo* only
B
Buflerny voMes wllh stive of EPDM & dlsc, shoft & intemot porh ot SS.-41O
c
Reflux voves wllh lsl lnork only
126
l. 6l rnor* onv
:
Sedion-C Materaal Secuon
liom
Rat tor
Siza in mm
2014.15
no.
I
ar)
2
PN.l
2
50
65
3
80
4
6
too
t25
r50
1
200
1
5
I
I
10
250
300
350
l'l
400
12
450
500
600
700
750
800
900
13
14
15
l6
17
1g
19
r
000
20
I
loo
21
r
200
t2, lil-l wth ocor ogorqbd
l
50
2
o5
3
80
100
125
4
5
6
7
8
9
10
11
12
14
A3)
r50
200
250
300
350
400
450
500
600
3
4
r00
2
6
125
150
1
200
8
250
5
1
type
5
$od bod,
No.
1816
2216
2479
4172
5450
9159
14865
19030
28119
42708
mm
mm
mm
mm
mm
49826
83875
114600
331759
415217
455047
795834
mm
'1050643
'1200735
(gd lvpe dlod bo(M
No.
2508
mm
mm
2709
3012
mm
mm
mm
4224
5120
5730
11264
1a241
23401
34278
49325
60194
101326
139441
mm
mm
Ft'l-l wllh hqn<rMro€l cop opolot€d lAli-l lvpe lono bodvl
50
65
80
1
3
Wlh lErd tdEl /cop oporolEd fD
No.
197S
2389
2670
3622
mm
mm
4589
6055
10176
1635',1
mm
127
a
l
Secllon-C Mateaial Secton
lrnit
Size in mm
Rate
fol
2014-r5
I
I
2
300
3
10
350
1l
mm
mm
16
400
450
500
600
700
800
17
900
18
t
19
lt00
331778
456766
446953
779963
20
1200
105',I255
12
't3
14
'15
M)
1
2
000
4
5
21243
31364
47763
55929
97335
130852
26229s
mm
mm
mm
FN-l Wth oeor oo€folsd lAlt-l tvDe bno borM
50
mm
No.
65
mm
2104
2920
3312
80
100
4559
l2s
5521
6
150
7256
7
200
250
3
4
5
8
9
12
13
14
as)
1
2
3
4
5
19717
300
25232
3695C
400
430
500
600
PN-l Wth hond
50
65
80
100
150
7
200
250
5318e
64S04
10925e
mm
mm
mm
149271
rfiral coD ooerql€d ltlt-2 tvDol
mm
mm
mm
No.
197€
2421
2124
3611
'125
6
mm
mm
I
I
300
'to
3s0
11
400
12
13
450
500
14
600
mm
mm
15
17
700
750
800
mm
mm
18
900
16
:
12145
mm
10
11
1
mm
mm
124
4707
6066
10262
't
654'l
21499
38934
64890
77858
95713
141213
296252
314133
469001
515118
a
Section-C Material Section
Unit
llem
no.
2014.r5
2
3
19
20
lo00
1l00
mm
21
1200
817',t
2
3
6
100
125
150
7
200
4
5
I
I
1211947
No.
3392
4670
5654
1431
12444
20194
25850
mm
300
PN.l
wlh hond/wh! .l cqp opeEled
700
750
800
2
I00
A8!
14116
geot operqted (Altr?!IDg-!
No.
700
750
800
900
1000
1
2
3
4
6
Atl
ffii.e
mm
mm
I lo0
wtttr trqra trtrcol /cop
65
3
4
80
100
125
5
6
r50
7
200
I
I
250
'10
oe!@
1827
2221
350
400
450
11
12
alo
15311
1S552
29201
43878
51379
86391
mm
mm
600
l.6 Wlh
4236
5471
9609
mm
mm
mm
mm
500
14
2506
3362
mm
mm
300
i:.d
118037
oP..qtaE@-lvpc.!
50
2
3
4
5
349918
442613
553959
508433
1061755
1/t31OOC
50
2
316854
400793
550941
961432
1295843
mm
mm
mm
t0m
pN-1
tuDa lono DoaM
[{ l-2
r---="----ii:--
50'1743
900
4
5
6
2710
299',]
25r)
AN
99
1101442
Pi.l-l wfih q€or oD€rqted (At-2lype)
mm
50
mm
65
mm
80
1
5
1
1
AO
Rat6 tor
65
T-
No.
2514
2780
3152
4338
5254
80
100
125
129
:
Section-C Materi€l Sedion
lJnlt
R.to tor
201+15
4
5
1
2
6
150
7
200
8
9
250
300
10
24017
s50
t1
35171
400
450
s00
600
12
13
14
A11)
1
2
3
4
5
150
10
300
350
11
400
12
450
500
600
A12)
1
2
3
4
5
mm
mm
't03969
61764
1420s8
6lt-t typ6 bng bodl
150
10
300
350
11
400
a
2751
3644
4725
6109
10327
16816
21115
mm
mm
3',I904
44734
57066
9S045
mm
135329
2710
2991
3392
4670
5654
7431
12439
20194
25848
37853
54413
66476
mm
mm
450
500
600
200[
2454
mm
mm
Al3l ptt-t.o wtn nqUrtrnoet ci'operaea Gtt:i
50
111gOO
rypeGd6
No.
2
65
mm
4
5
80
100
125
mm
6
t50
mm
7
200
250
8
No.
125
200
250
14
50613
100
1
12
13
mm
PN-l,6 Wlh g€or op€rotod (Alt-l typo bno bod'n
50
mm
No.
65
mm
80
mm
6
I
I
'18764
t00
t25
200
250
14
11557
mm
80
1
8
13
6905
PN-I.6 Wth hond^,tro€t cop oporoted
50
mm
65
mm
6
I
3
'152893
1978
2421
2724
130
36t l
4714
6066
10262
16773
I
Section-C lvlateraal Section
Its.r
Size in mm
Unit
Rete for
2014.15
4
5
no.
t
I
10
't'l
12
13
14
2
300
350
400
450
3
s00
mm
600
Ala) PNl.6 wllh
3
50
65
80
4
r00
5
125
2
6
I50
7
200
250
300
8
At5)
n.6
35874
67053
81113
94417
144896
o.d oodqlod A[-2 iD. bno bodrl
2
3
{50
4
5
500
600
2835
3063
No.
3472
4179
5788
7606
12133
20671
26453
mm
mm
mm
mm
Wlh hond Nh..l coD oooqtad lAt 23 tvD.lono
350
4oo
416)
2',1499
No.
bodu
35171
50613
61764
103969
142054
mm
mm
Pf+I.6 Wth o.o, oo€.qi€d (At 23 lvDo bnq bodvt
No.
350
38748
2
400
mm
55760
3
450
mm
68046
4
500
mm
114542
B1)
2
3
600
mm
Builelflv volve. lS I 3(195 f,,lth lsl mq* Pl'l I .6
50
mm
65
mm
80
mm
4
t00
5
7
125
150
200
6
I
9
250
300
10
350
11
400
450
500
600
12
'r3
14
156504
No.
'1547
1666
2326
2494
3985
5710
mm
a328
16342
21623
3093r
32715
43422
49965
123118
mm
mm
17
700
750
800
18
900
211822
19
I000
26736S
15
16
18021C
193077
'131
A
A
Sectlon-C Matedal Section
hom
Sizo in mm
1
2
20
I100
21
1200
ct
Refinwlv6
3
lrnit
Rate fo.
2t 14-15
4
5
A
323597
mm
I
401',171
50
6312 vllh lsl mqt(
mm
2736
2
65
mm
32',t2
3
80
4
t00
mm
4997
5
125
Pt{
lS
3688
6305
6
150
mIh
7495
7
200
mm
14811
8
250
mm
24983
I
t0
300
350
1'l
400
1?
450
13
mm
14
500
600
126103
199293
15
7(x)
mm
300156
r6
750
mm
367094
l
3271s
57103
74948
82581
llem no. 9
Nt voh/6r
Ploviding ond supplying C. l. Ai voves o, opproved moke & quolity of lollowlng closs ond
dlqmeier Includlng oll lox€s, Insurcnce. tronsporlolion, flelght chorges, ochoi, insp€clion
choees, loodlng, unloodlng, aonveyonce lo dgpodmenlol rlores, slocking elc. complete.
ol Alr voks! rlnole 6l ,vDe
I
l5
No.
517
2
3
4
803
40
mm
1060
't487
50
b) Alr vqlv€a dnob (s2 WDe
l
No,
2
40
50
3
mm
741
'1070
1568
cl $rElvaa atoubb ocllnd tDs2l
I
40
2
50
80
3
4
6
No.
2255
2196
409S
t00
t50
mm
mm
mm
200
5S99
13870
25669
(0 l(n.llc Alr Vdlv. lDm
I
2
3
4
5
40
50
No.
ao
4321
750C
r00
t50
11760
21461
,\
132
^
^
S€ctionC Mat€rial Section
2
2@
6
6l
1
3
!
35527
cu.rio.l vorva vin coal lron lo<ry
^l
cbaa-lo
1
100
2
3
4
r50
2@
71585
104562
115475
1(n4!)
300
Cblr
5
6
t00
t50
7
200
5
8
No.
78692
119377
'127514
179426
300
l, rdv-
IsDp€a 9|ool
Provldlng ond rupd9ng C. l. Tempor prcol Air volv.. wllh SS 304 Flool gun melolnoulc ol opprovad mokc a quollly o, tollowlng cloaa ond dlomeld lncludlng oll lo(er,
lmroilc€, ronaporlollon, lrolghl chorg6i, oclrol lnlpecll'rn chorg6r.
loodlng,
uobodlng, conveyoco lo (bpodmonlol storor, siocklng olc. compl€ls.
t'l
flIhod lrololno $rc€ Volvo
PN 1.0
No.
,10
4791
7
s0
6159
3
80
a273
4
tm
5
l)
6
2m
1.2
9794
mm
15541
2sx2
mm
Itlllrout lsolallnc slulco voh,g PN 1,6
40
No.
8029
2
50
9471
3
60
.11161
4
tq)
11756
5
150
18645
2@
31082
5
t3
flllh Lolding tr,}ca vohle ?t{ I .0
11734
40
2
50
3
80
1
IO0
18180
5
150
24173
6
200
4tt66
IA
Yi[h
lor
15444
ng Slulco volve PN1.6
No.
a0
13068
13873
t
50
ao
I
lq)
214o3
5
t50
33r59
6
200
53556
2
17938
't
33
S€( on4 Materlal
lct
I
3
2
a
t co/!r
p.lcoat M.H. Frome
rcC Flcoal M,X. Flome t Colta irorulbcrtrc, &ppfy t Oeliory oi lio(g
pr€ccl rcC M.200 Flom. I colnr .dloblc to dohogc M.H. 6id qa p.r l}pe
lndudlng coal ot lelnlorcamanl M.S. An€l€a or tlrl cu,lig mold r{orl( alc.
[ ) H€or,Y drrt
oa
oi rlL ol rod
d.lrr t
Drorylna
lrome alt$le ioa socm ooerlno ol Mll
cov€r &rtou€ h,l s(lcm oo€ntlto ot MH
No
1255
No.
131,4
Frcme lull,oble ior 50cm ooenlno o, MH
No.
1120
Covff luhobl. ior socm oanlno ol MH
( C I Houle Connecllon Chombq rgl$ duiy
NO
119,(
No.
911
No.
1030
2
O Udn
Art
2
Cov€r
[€m no.l
I
C.l. Slep. Al lype
4.ts.
I
rG.
65
liam No. 12
srlbc.
C.l-
bo. ,ffh
ffi
I
ro
C.l. Cowl Vanlllcior
Flovldlng
I
c. l: covl lyr). r'$iblor vlh oI
do
no. la
in r I
lal
llom
Purchqhg
a)
t
Jo[ otc. cornpt.i..
rG.
sipplylng oi cie ol wortr,
codlnO, eic. cofiplolo
irch o!
vth Roilrat
a5
teEan, bodr'rg, tnloodng,
Jolnlr, chonn€b, ongler, lrcn loik, elc.
I
AngE A cnannob b€low'10 mm lhickn€8s
MT
84683
2l
Anol6 10mm & ebova lhlcl
MT
72741
B)
.do - M.
D.l.
S.
ttot
ot
lobu! lillcNm*
fr821t9
$odob
MmuioctuE, Supdy & Dellv.ly ol Ducflls lrcn floE|6 lockot !g!Dl benats. iee,, r€duceB oi
orry olhs lP€cblr o! pd l9EN-31t1995 clo${ teds. Kl2 ruliouo ror ll.e vlth D.l. Plp€!
monukrlured o! ps ls:6329/l994delv€rv ol lpocloi! ts to be mode io G1!6SB riorr or Jis ot
roft. dry whers ln Gqoot !rcludng dl lcir6, loodng, u, oo4t9. cqilng. dal(ttg, lnsrqco.
ldo€cllon cmrod. oclro{ dc. cornolai..
fith dl(nol bliuman t dnc coonng A hidnol csncnt modor llnlne
!)
Sockel
2
35O
.b)
2
r
.IIp.
Sdgpl
80 lo 30onm do
io a@ mm
Fbng€d €r*t€d
80 lo 300nm dl,o
350 lo 400 mm
Xg.
12e.00
xo.
128.CrO
(9.
(9.
132.N
Not6 : All th6 Rate3 ln mate al aac,tlon Includea Vrt, tsansportrlloo
,t34
134.00
lnd dor.ga chr.oaa
S€c1ion
SECTION-D.L.bour
Siz.
Item
Unit
Ralo3 tor
2014.15
Item no.
l-
L & J o, Cl Pipe (tYton Joino , D,l. Piees
Lowoiing, laying and Jointing C,l. S & S Spun pipos suirable for Tttonjoint!, ironar
lined D. L Pipes of vadous classes with Cl I MS specials ot tollowing diameiers in
proper position, grado and alignment.as directad by Enginoer-in-chatge including
hydraulio tosting olo. oomp.
4e-00
5a-oo
63.00
75.00
RIUT
1
2
100
mm
3
125
mm
4
150
mm
5
200
mm
9A-OO
6
mm
724.OO
10
250
300
350
400
450
mm
261.00
11
s00
mm
12
600
s06.m
39r.00
13
700
mm
504.00
14
16
750
800
900
17
1000
1
8
9
15
152,(x'
185.q'
mm
221.OO
56r.00
424.m
TEM NO..21,:r','r ": ' '
753.OO
mm
mm
899.00
"'' l+,.rr
W.r. Pipes
Lowe.ing, l.ying and joinling Stons Were piP€s ot tollowing di.mele6 *ilh ccmenl
ioints in C. M. l:1 proponion in proper position, gt de and .lignmont.s dirocted b,
Engins.r.in.chargo including convoyance ttom stores to site of work. Jointing
L,L& J ol Stone
mate.ial otc. comp.
For 0.0 m to 1.50 m depth
Rmt
53.00
Rmt
62.00
mm
Rmt
94.00
200
mm
Rmt
120.00
5
230
mm
6
250
300
mm
Rmt
Rmt
Rmt
136.00
149.00
1
75
2
100
3
150
4
1
mm
(Note: For each 1.50lMt next lift
rise in previous
consider
10
tift)
t3s
'169.00
lrnlr
Item
no,
Rates for
2014-15
lTEil'O;-3
l-L& J df Conug.ted
DU,C HDPE Pipes (I{on pressure urdergnound sowerrge &
Dr.inage applic.tion)
Lourering, l.ying and jointing ot cl.ss SN 8 struciured wrll ( Extemal Annula,
Corrugated & Smoolh lntern.l 3urface) Polycthldone Piping.nd fmings wiih the help
of coupl.r ( oir line , off li.|e ) .ttached with one end ot pipes. sliding over tho
ah3totiteric ..!llng rubbq ring plrc€d on lho lpociried valloy ot lho conugalon at
iho splgot ond, lof,ering lhe 3!me into ths lronch, la! n9 on lhe lower b€dding
(constructed .t bottom ol irenchas) at pr€scrib€d gr.dient, depth & alignmont ,testing
lhe water tighhess ol the joints, Gnsuring the continuity tosts of specitiod pipe
3ogmenls elc. complete as per drawing, sp.cilications & d€r.iled engineering,
including c.rri.ge of pipes & fittings ,rom sile strcks to the place oI laying ctc. as per
diraction of Engineer-in-ch.rge.
For 0.0 m to 1.50 m
ID
'l
15
2
3
4
5
6
100
d.cth
mm
125
135
150
170
mm
mm
mm
250
mm
mm
mm
1
I
10
300
400
500
500
800
11
12
14
15
'I
mm
mm
mm
mm
mm
OOO
1200
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
23.00
23.00
24.00
25.00
25.00
25.00
35.00
40.00
45.00
66.00
86.00
113.00
139.00
180.00
246_OO
312.00
(Notei For 66ch l.50Mt n6xt lift
consld€r 10 96 s€ ln prevlous
rin)
|TEM
ito. ;iit
LL& J ol HDPE Pioe3
Lorering, t.yng and joiniing HDPE pipca and speci.ls o, tollouing c1.33 and
diamerer (By butt fusion r.ldlng trlerhoo includlng Gost ot conwyrnoe trom siorus to
slte of worts including cost of labour, m.torial, gMng s.risf.ctory h)drautic tosling
atc. comp. .
For 0.0 m to 1-5O m deDrh
1
50
2
3
4
5
6
7
I
9
63
15
mm
mm
90
110
mm
125
-140
160
180
mm
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
136
4_OO
5.00
700
8.00
48.00
7S.OO
97.00
10s.00
111.00
hem
no.
Size
10
200
11
225
250
12
Rmt
mm
mm
mm
Rmt
Rmt
Rmt
Rmt
2AO
315
14
15
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
355
400
450
500
17
1A
mm
19
20
2'l
22
23
630
710
800
900
24
1000
mm
mm
mm
mm
Rmt
Rmt
Rmt
Rates for
2014-15
121.00
147.00
179.m
186.00
311.OO
348.00
430.OO
408.00
836.00
90r.00
1115.00
1280.00
1601.00
1680.00
3132.00
(No!e: For each 1.50[It next lift
consider 10 96 _rise in previous
tifr)
:
ITEM llO;r:5:
L.L& J o, R,C.C.
,,.r
.li'',::r1:r;,
l:lr :
,',;r'.--
a::r:r
Plo..
Lowering, laying .nd jointing R. C. C. pipes in C. M. 1:1 1r2 oI tollowing diam.lers in
propor position, grad. and .lignm€nt as directed by Engineer-in-char9. including
conveyance ,rom atoaes to site of work, labour, giving hydraulic t€sling as per lsl
code.
For 0.0 m to 1.50 m deDrh
RCC DiDo (Dl,p2,o3l
A)
1
2
3
4
150
5
b
250
300
350
380
400
450
500
7
8
9
10
11
12
13
14
15
8)
mm
mm
mm
mm
mm
mm
mm
225
mm
mm
600
680
700
(Noter For each 1.50Mt next lift
consider '10 % rise in previous
tifi)
Class P2. NP3, ilP4
For 0.0 m lo 1.50 m deoth
2
3
80
100
150
4
225
5
250
1
A
80
100
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
mm
mm
Rmt
Rmt
Rmt
Rmt
mm
Rmt
mm
137
Rmt
Rmt
43.00
48.00
67.00
94.00
103.00
121.M
142.00
156.00
165.00
182.00
202.04
216.00
243.OO
213_OO
29a.OO
43.00
48.00
67.00
94.00
103.00
Sir.
h.rn
r
Rates tor
2014-15
no.
6
1
I
I
l0
1I
12
13
14
15
16
17
18
19
20
2l
22
23
24
300
350
3ao
400
450
500
525
600
680
700
750
800
900
1000
1100
1200
1400
1600
1800
(Note: For each 1.501,4t next lift
consider '10 7o rise in previous
mm
mm
mm
mm
mm
mm
Rmt
Rmt
127.OO
142.OO
Rmt
Rmt
Rmt
156.00
162.00
182.00
Rmt
Rmt
202.@
216.00
243.00
213.00
286.00
308.00
Rmt
Rmt
Rmt
mm
mm
mm
mm
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
Rmt
mm
322.N
362.00
400.00
436.OO
470.00
548.00
615_OO
694.00
tift)
Itern no.6
LL& J of SV, AV / BFV, RV
Lolr.ering. llying and joirning in position toltowing C, l. , DIF Reiux v.lve3, Butteifly
v.lvo3, Slulco valws and Alr valveg including cost of all labour, Jolnting material,
including nut bolts and givlng satisfactory hydraulic tosting, etc. cofiploto,
.l
Sluic" v.hEs, Butterrly V.lres, Reoux V.lr,et
1
50
65
2
3
4
80
100
125
6
150
7
8
9
1S
200
250
300
350
400
450
500
600
700
750
800
900
1000
b)
Alr v.lves sinolo b.ll Fl.noed
1
15
10
11
12
13
14
16
17
18
No.
mm
mm
mm
403.m
419.m
427 -oO
464-m
510.00
624.00
791.00
t 000.00
mm
mm
mm
t2lr.m
mm
mm
mm
mm
mm
1858.00
2101.00
2943.00
3099.00
mm
mm
538i1.00
423',1.(,0
8t9t,00
69i|8.0O
aoTa-m
9966.00
No-
t3a
31.00
Item
20
25
3
4
5
40
50
c)
Air valve. doublo b.ll Fl.nqed
2
3
4
Unir
Size
45.O0
mm
40
mm
mm
mm
6
80
00
7
50
8
200
,4.q,
190.00
25
50
65
80.00
mm
mm
212.@
2G8-m
404.(xt
No.
424.OO
a3e.m
68t.ol,
mm
mm
mm
lrem no- ,
Fixino Cl Steos
Fixing C. L steps in masonry in C. M.
comolet6 durino Drooress 0l the work.
8,15.(x,
014.00
l:3 including necoss.ry
C.C. tor jointing olc.
G8.00
No.
I
Itom no.
Fixino Surfac. Boxo!
Fixing surfaco box.s including jointing m.torial3 incl. cost ofjoi ing m.teriab tot
concr€ting C. C. 1 :2:4 otc. comPlcte excluding coct ot surf.ca Bor
292.00
Sq.M.
Item no.g
Firind Cowl v€ntil.tor
Flxing c. L cowl B'pa c.ntllator in C. C. l:2:ia wllh bolE and nuL
lncludlno cort oljolnting m.tarlals'
'I
2
80
100
3
150
mm dla.
mm dla.
mm dia.
.tc. comPl.L
107.00
235.00
No.
No.
No.
28G.00
lrt;' ;iito:i= .ir' : rj',i.,' 1i,-.i:liiriiir-i ilr;r: i i,-ri'=.ffi*lirii::i, ii iiiii" ,--;i=;
grca"ation tor Sewer Collocling Sysiam aEd 3awgr manholos including all 3af'ty
provi3lon using sita tail3 and rGmovlng and 3paeading lha oxc.v.tod atuffs dlreclod
wirh l6.d upto 90 M.
(
lll
(iv)
(v)
(vD
(vii)
(11
(t)
([)
( flr )
ln all son of soils and soft murrum
ln Hara Munum, toulders includinq lvlacadam Roads
ln Son Rock and/or masonrv in CM or LM or Lime Concrete
ln hard rock with blastinq and chiseling or by chielling o!lylDl!lq!q!!!9
in that Rock (porbander tYpe)
Excavation in Bituminous Road
Excavation lf R,C.C Road
0.0 m to 1.5 m depth
Cu.M.
I
ln all sort of solls and soft
ln Hard Murrum, bouiders
includino Macadam Roads
ln Son Rock and/or masonry in
CM or LM or Lime Concrete
139
115.00
Cu.M.
170.00
Cu.M.
241.OO
Sizo
(iv)
(vi)
fviil
lvliil
Unit
ln hard rock with
blasting and
chiseling or by chielling only for
finishino
n Bhat Rock (oorbander tvoe)
Ercrvalion in Bit0min6'r< R6r.l
Excavation lf R.C.C Road
Add for Restoration of
1.5 m to 3.0 m denth
Cu.M.
CuM
VII
RoLs lor
2014.15
585.00
Cu M.
67q O0
?47 00
CUM
585.00
Cu.M.
Cu.M.
Cu.[r.
130 00
184 00
t
Cu.M.
(31
3.Omtorl5m.lF6rh
Cu.M
600.00
727 na
Cu.M.
'1!?
Oa
200 00
Crr M
CUM
Cu.M.
(41
271.tr)
600.00
142 0A
4.5 m to 6.0 m deoth
Cu.M
(sl
Cu.M.
216 00
CuM
290.00
654 00
816.00
Cu.MCu M.
6.0 m lo 7.5 m deorh
Cu.M
fl
CrM
CUM
Cu.M.
t6l
(11
7.5 m to 9.0 m deorh
9.0 m to l0-5 m deDrh
lt
18l
Cu.M.
Cu.M.
193.00
?46 00
CU,M,
329.00
CuM
725.OO
Cu.M.
84S.00
Cu.l\,4.
Cu.M
212 0t
256.00
C"M
358.00
Cu.M.
Cu.M.
73C O0
CUM
234.OO
27C OO
466 00
10.5 m to 12.o m deorh
I
(9)
76 0a
230.O0
307.O0
690 00
832 00
'r
Cu.M.
C!M
390 00
Cu.M
Cu.M
aa? oa
754_O0
2.0 m to 13.5o m de6rh
t
140
Cu.M.
257.m
CuM
301.00
Crr M
42t
Cu.M
Cu.M
765.00
919.00
OA
Unir
Size
Rrtos tor
20ta.t5
oo)
13.50 m to 15.00 m depth
Cu.lvl.
Cu.M.
Cu,M,
Cu.M,
Cu.l\,1.
Item no.
7S6.00
9s5.00
I
Extrs tor d€waterino uoto 1.5 mt. dooth from G. L.
ln all so(s of soil and soft
a)
b)
280.00
322.00
454.00
17.00
Cu.[I.
17.00
ln hard Murrum and boulders
t7.00
c)
17.00
Extra for dewatering in all sons of strata's, for each 1.5 mt. or part thereof beyond 1.5 mt.
depth.
Cu.M.
10.00
d)
12
'::l:
ITOUFIED lTEil'i
Add tor Rcstoration of lnfrasrucuros Like Kh.rkulxa, ElecLictl line, Eloctiical line,
T-l-hh^i-..hl.r
rll tvM w.rer lin.. G.c I iha S.nri. Ttnk .t.KHARKIJVA ReDairino
A
1800.00
No
0 To 1.5 Mr
'1.5 io 3.00
1900.00
No
pipe
lln! of followlng dlameter at
Llbour charges for repalrlng ol leakage ln MS
B
dlfferent places lncludlng necessary oxcavauon manually oli by mechanize
excavation , dewatering, removing of mud, cleaning of PIpe and leakage portion,
griding the plpe, cutting the plpeline & welded joint if necessary incl. welding lhe
ioint by using advani or Essab welding rod of appropriate number and size wth
inctusive of mechanical deviced JCB, Hydra/ crane D.G. Set \xelding machine Gas
cutter with LPG Cylinder, Oxygen Cylinder, Grinding machiner etc, with fuel,
dncrrior end hborrrs reduired. f incl. all materials)
4979.00
No
168.30 mm
5164.00
193,70 mm
5265.00
No
219.10 mm
5366.00
No
244.50 mn
No
572',],00
273.10 mm
No
5823.00
323.90 mm
Labour charges tor repairing of leakage in Cl/Dl pipe line of following diameter at
different places including necessary excavation manually or by mechanize
excsvation, dEwatering ,removing of mud, cleaning of plpe and leakage portion
lncl. of mechsnlcal devlced JCB, Hydra/ crane if necessary and labours required
with providlng materials such as lead wool, tools requlred for insenlng the lead
(incl. all
690.00
No
80 mm
971.00
No
100 mm
No
1035.00
125 mm
1315.00
No
150 mm
1634.00
No
200 mm
25O mm
No
2101 00
300 mm
No
2670.00
141
lLm
no.
Rates for
2014.15
Labour charges for repairing of leakage in AC pipe line of following diameter at
different places including necessary excavation manually or by mechanize
excavation, dewatering, removing of mud, cleaning of pipe and leakage ponion,
cutting the pipe line and removing piece of pipe from trench wiih incl. of
Size
mechanical deviced JCB, Hydra/ crane if necessary and labou6 requked with
provldlng materlal such Turened C,l.D. wlth nut bolt, rubber rlng etc, comp. (inclu.
allmaterials)
80 mm
No
1121.00
100 mm
No
1328.00
'1663.00
125 mm
No
150 mm
No
2028.00
200 mm
No
3264.00
250 mm
No
4491.00
300 mm
No
5661.00
Labour charges for repairang of leakage in PVC pipe line of following diameter at
different places ancluding necessary excavation manually or by mechanize
excavation, dewatering, removing of mud, cleaning of pipe and leakage portion,
cutting the pipe line and removing piece of pipe from trench wjth incl. of
mechanical devlced JCB, Hydra/ crane f necess6ry and labours requked wth
90 MM
110 MM
125 MM
140 tvltvl
150 MlVl
180 t\.4lvl
2001\,41u
225 [/tvl
No
No
No
No
No
921.00
1074.00
No
No
2283.00
2913.00
3248.00
4005.00
4646.00
5265.00
No
No
No
No
25O MM
1243.OO
'1451.00
1789.00
280 MM
315 MM
Labour charges for repaking of leakage in HDPE plpe line whh butt welding of
lollowlng dlameter at different places includlng' necessary excavatlon m6nually or
by. mechanlze excavation, dew6terlng, removing of mud, cleanlng of plpe and
l€akage portlon of pipe from rench with lncl, of mechanical devlcod JCB if
n6cossary and labours rcqukod wlth provldlhg, Jolntlng materlal wlth w€ldlng
machlne eic. comrl. [inclu. ellmatdrlrls)
63 MM
MM
No
No
No
No
No
No
No
No
No
No
221A.OO
250
No
27 44.00
2AO
No
315 l\,llvl
Cable Reoaldnd
Eleclric/ Telephone cable
No
319r.00
3616.00
LS
700.00
90 Ml\il
110 MM
125 MM
140 MM
16OMM
'180
2OO MM
225
c
tVlM
142
719.00
797.00
899.00
1038.00
1'151.00
12S9.OO
1d94_OO
1612.00
1955.00
lrom
no.
tlnit
Size
Rat r tor
20r4.15
Relillino of oiDeline uenches
Relilling the pipelino trenches incl. r.mming, uatering, consolid.tlng dispos.l ol
surplus stutt as dirocted within a radiu5 or 3 km.
1
{Note: For each 1.solvlt next lift consider
-do- selected soil brought irom
outside above up to 5 Kms
lTElL Or ::.14:j::::
Erua laad Ior lfansoonadon ot rurDlus 3lr f
10
Cu.M.
rise in Drevious lifl)
23.00
DELETED
112_OO
Extra l.rd for tr.nrport tion ot surplu3 stutl 3Pr..ding o. st oklng as ditgct d
(ismovrl of gxcav.tod stufl trom slte ot UrG sumP lgwrgg Pumplng ltation, ,illgr pl.nt
.tc.)
Cu. M.
71.00
Upto5Km
Item no.15: New ltem
Excavation for Pioeline trenches bv Rock Breakers only
Excavatlon for Pip€ llne trenchos incl. all salsty provlslons uslng site rulls 8nd itacking
excavated stulf lJp to 6 lesd of 90 mt9, cl€anhg tho sitE €tc. comploto for llfts 6nd strata as
soocifled bv use of Mechanized Rock Breakers or manually by chlsellng ONLY
880.00
Cu.M.
.| lri .ll Hlld Rock lncl Bh.r Rock
(hem to be used in specified areas only where blastlng is not permissibl€
for safely of people, existing struclures)
lrem no.l6
Providino beddinq incl. ramminq, walerinq, consolldating etc.
Cu.M.
From selected excavated eanh.
B
C
D
E
F
G
Murrum brought from outsid€
63.(x)
185.00
lead uoto 2 km,
Murrum 2 to 15 km.
Murrum 15 to 50 km,
233.00
342.00
filling in trench with available
346.00
sand within 2 Km
Sand 2 to l5 km.
Sand 15 to 50 km.
396.00
s05.00
Item no. 17
Shorino or timberinq INCLUDING COST OF LOCAL WOOD MATERIAL
Sho.ing or timbering tor rench with 50 mm thick Planks .nd suibble size iruts atc'
complet€.
70.00
So. M.
Item no. 18
Removino of Existino Pirreline
nernoringrct e*icting PiP.lino incl' rBmoval o, 5P6cial3, valves Jolnting m'tetial
lncluding caning .nd strcklng ol ramowd mlted.l Itom site ot wolk to thg
depanment store .s dirscted 9xcl, excavation and rslilling.
A)
C. l. S. & S, Spun Pipes suitablo tor
2
80
100
4
125
150
1
mm
mm
mm
mm
Monjoints.
diadaa.
dia.
dia.
143
R, Mt.
R, T,/lt.
R. MI,
R. Mt.
17.00
20.00
25.00
31.00
lrnir
Size
Rate3
lor
20r4.15
4
5
6
7
8
9
10
11
12
13
14
15
B)
2
3
4
5
200
250
300
350
400
450
500
600
700
750
800
900
A. C. Pressure Pipe
80
mm
mm
mm
mm
mm
mm
dia.
dia.
dia,
dia.
dia,
dia.
mm diamm dia.
mm dia.
mm dia.
R, [4t.
R. ML
10.00
11.00
20
3
4
32
6
40
50
9
'I OO
10
125
150
'11
o)
,l
2
3
4
5
6
7
I
10
1
dia,
dia.
R. Mi.
72-0/J
R. lvlr.
R. Mt,
R. Mt,
R. ML
R, ML
R. Mt.
R. Mt,
R. N4t.
R. [4t.
t6-oo
26.00
31.00
38.00
45.00
51.00
82.0O
86.00
23.OO
29-OO
R, Mt,
39.00
R.
N4t.
{3.00
R, ML
R. Mt.
R. Mt,
60.00
dia,
dia-
R. t\4t.
R. [4r.
81.00
dia.
R. Mr.
dia,
R. [Ir.
R. [,1t.
R. Mt.
dia.
dia.
dia.
dia.
dia.
mm dia,
mm dia.
mm dia.
mm dia.
mm dia.
mm dia.
mmd a,
mm
mm
mm
mm
mm
mm
mm
21.OO
R. Mt.
R. lvlt.
R. [4t.
R. ML
R, Mt.
R. Mt.
R. N4r.
R. t\rr.
R. Mt.
PrD{tressed concrcto Pipes
300
350
380
400
450
500
525
600
700
750
800
211-OO
mm dia.
mm
mm
mm
mm
mm
mm
mm
8
R, ML
R, ML
365.00
'100
65
8o
Mt.
[4t.
1(M.m
124.00
142.m
189.(x'
241.00
[Ir.
15
7
NIt,
69.00
85.00
R.
2
12
i,lt.
mm dia,
1
11
Mt.
ML
12-OO
55-OO
30r.00
c)
10
R.
R.
R.
R.
Mr.
R. Mt.
mm dia.
mm dia.
mm dia.
mm dia,
mm dia.
mm dia.
mm dia,
mm dle,
mm dia.
mm dia.
1
8
Mt.
mm dia.
125
150
200
250
300
350
400
450
s00
600
Galvanized lil, S. Tubes'
6
R.
R.
R,
R-
dia.
dia.
dia.
144
R. [41.
R. Mt.
9.00
11.00
12.00
l3-00
t4-00
18.OO
20.00
69.00
73.00
88.00
96-00
l0t.m
118.00
133-m
14t.00
152.00
Unit
Size
It6m
mm db.
12
900
E)
P. V. C. Pipes
225
pMi
RMt
R Mt.
R MI.
R MI.
R Mt,
R irr.
P Mr.
QMr
12
7AO
2AO
?rYr
RMI
R
ils
63
qo
10
6
1!O
160
1
lao
5
I
q
10
a
R- ML
11
2
3
4
5
6
7
I
9
10
11
12
13
14
15
16
17
18
19
20
200
RMT
RMT
Plpo
145
3.
a.oo
5.00
5.00
5.00
a.m
4.00
'10-00
1t.00
r4.00
.oo
3.O0
Mt,
44.q)
l\,Ir.
Mt.
Mt,
51.00
58.00
63.00
R. t\4t.
R. Mr.
R- ML
70.00
a5-00
92.00
R. Mt.
105.m
R. Mt.
R. Mt.
R, Mt,
R. Mt,
tlr.00
131.00
143.00
R. Mt.
168.00
R. Mt.
R. Mr.
R. M!.
R. Mt,
R. Mt,
t81-00
194.q'
R.
R.
R,
R,
168.3 mm dia
193.7 mm dia
219.7 mm dia
244.5 rr,rn dia
273.1 mm dia
323.9 mm dia
355.6 mm dia
406.4 mm dia
457.0 mm dia
508.0 mm dla
559.0 mm dia
610.0 mm dia
660.0 mm dia
711.0 mm dia
762.0 mm dia
813,0 mm dla
854.0 mm dla
914.0 mm dia
965.0 mm dia
1016.0 mm dia
Ral6s fot
2014.15
't 68.00
155.m
206.00
221.0O
R. Mt,
235.m
2[7-,)o
R. lvlt.
25 .00
Sectron'E Misc. Completed ltem
SECNON - E MISCELUIIEOUS COMPLETED ITEU
Item no.
unir
D.scription or ltom
Ratos
for
2,J14.15
Item no.l
Dgwqleinq bv oumDlno
let
Dewqlednq by pumplng !6t of requlred cqpoclty lncludlng lemporory ploltom
cq ng pumplng ql slle ond ,lxlng lhe lome ln porlllon Includlng oll occello e!, ond
luel ond lobour elrc. compleie.
HP/hr.
18.28
llem no.2
C.C M:l00lor Plo€ Encoslnd
Provldlng C.C.M.:lm tor sncoslng plpes uslng top mEiolslze 12 mm lo 50 mm lncl.
torm wolk curlng corEolldoflon etc. comdolo tor \/otbus locollon on plpo llno
I using lrqp melol 20 mm nomlnol slze
2 using
-
Item m.3
loddlrrd /
lrop melol 40 mm slre
Cu.M
4I20.00
Cu.M
3350.00
llnloddlr[
lAt
Mdnuol Hondllnd
Lobour ciorg|e5 ior loqdrE or udoodlng lhe mqiqlql f,/ch os plpas rpocldr o, ol
lyper ond rEes, coment steel ond olh.I hod wr:le buldlng motedok,(Ult Uplio 200
ko.)
M.T.
67.00
I For Cemenl ,Sqnd, Sleslelc.
2
For lvlelolllc plpe speclols
M.T.
134.00
Aone Hondllno
Lobour ahotgtoa ,or loodlng or unloodl]}g tha mqLalol uch aa plpct tpaclok ot qll
Vp.r qnd tlrc!, cemanl d..l ond olh.r hod wqra bulldlng mqidoh'M. Irior. thqn
200 kg)
(8l
Arflcle hoving welght up lo
I
M.T.
M.T.
Mlcle hoving wglghi From I M.I.to 5 M.I.
Artic,e hoMng welghl more
lhon
226.N
265.(x'
3l
5 M.I.
t.m
llem no.4
nolrloodlno ol PIB
ol
plpo vdlh monuol loodlng & unloqdng k oE per onnaxun
&Irqnapodotlon o, plpo w h loodlng & unloodlng wllh o crong b or p€I onn€mJle.
IrqrEpor6lm
llsm no.s
t nloodlno lrom Rollwov Wooon
Unloodlng fiom rollwqy wogon to plollom tor h€ow or cler sucfi qr C,l. Plp€r, M'S.
Plolgr, speclqb etrc. wtlore ule of unloqdlng equlpm€nls qr9 neca6lory.& loadlng
soma moia.tol h lo lruck hom rollvroy plo om
M.T.
taa
s25,m
Secrion-E lvtisc. Complered ltem
Item no.
I)..cliption
of
hefi
Unil
Ratas for
2014.15
llBm no.6 fumo Houle
D€dgnlng (oe6thdlcolM ond conllrucfirlg R.C.C
liucturg ot pump toom wllh
posHve auctlon ond N€gqltue rucllon
'iqme
6A
Mlh Gonlry rtucture (Mln. Helghl 4.5 M)
6B
Uoto 6.00 M lFloor lo Cellino levell
Add tor 6ve l.00 M obove 6.00 M
filhorll Conlry fiIclr/re (Upto 3.60 M)
So.Mt.
So.Mt.
sq.Mi,
158t0.00
t 650.m
't07t0.m
Notar Cod doer nol lnclude ,oundotlon
for pumplng mochlnory, Mlnlmum 15 %
openlng lor venlllollon should be
provlded.l pump room rolllnq shutl€r,
door qnd wlndows of qlumlnum secllon
ond wlndow gdll of non should be
llem no.7
Hlrlm o, JCB lncludho ddwl & dlelel
Hour
Hi nq of Hvdrq / Crone with Drlver 18 worklno Hours ln Dovl
Hlrinq ol crone
Dov
Hl no ol Hvdro
I2 tone
Dqy
I6 lone
Dov
20 tone
Dov
Hklng of Troctor wllh kolley considerlng 8
Doy
hrs. os worklng doy hou6 incl. Driver
Hklng of lhree wheeler corder (Chokodo
Doy
qs
Rlckshow) conslderhg l0 hrs.
worklng
dov houB lncl, Ddver
147
5i|()O
3328.00
34I2.00
4374.OO
2r00.00
I
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c
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3
SECTION.
F
Mllnt€n.h@ Rspalrs
lling o, 3OOmm dia Horizont l boIlhol. tor rx.rtwwatd ln.irr pipeline under the
ilway tr.ck3 i6cl 3tr.t wirh r.quir.d l.ngth incl ,ixing ot 25omm dia MS casing
ip€ with w.lding pushing .tc complot v.rious 3iz€ ot papo lor l5or168mm di.
m.in incl providing & lixing ot ]cquirrd sizc ot G.Ulli,S pipe ,o. rai
is€3 a3 p.r in3lruction ot R.ilway .ulhority & und.l suP.n bion ol R.ilw.y
incl P.oviding &supplying fixing or lsl .n ko 3luice v.lv€ ot roquir.d size at
side ol railsay boundarl, wilh con3t uclion of brickodgo pavoment including
C encasing 1:3:3 in 10 irtr,longth rt both 3ido incl. Providing & lixing ol M.Srlron
framo with covar for valvo chamboa with loc&ing anangernont elc comploto
ith ell tnateri.l l.bour fabric.tion, hydralic L3ting o, pipo & v.lv6 etc complere (45
Lengrh)168mm dia w.st.r.ter m.in,
271951_OO
athout wa stlvwaslwwater main
1a9361.00
13-b -do- with IRS casi
107360.00
of 500mm dir Horizont l boreholo tot wastwwstor main Pipeline under
r.ilway tr.cks incl srai. wilh requirod lenglh incl ,ixing ot 400mm dia M.S.
pipe with woldirg pushing etc compl.te v.dous size ot PiPe for
93.7mm,219.10mm & 244.5mmdie w.3tw{rator main incl providing & lixing of
ri.. of GlmS piP. for railw.y pr.ni3o3 .3 P.t instruclion of R.ilw.y
& und.r ruprrulalon ol Rallway ruthorlty incl Prcvldlng &asPPlying
ol lsl maka alulc. valva ol r.quhd alza at bolh alda ol r.llwly boundary
constrscllon ol brick .96 p.voment lnol C;C; 1:3:0 enc.slng ot PlP. at both
Providing & tixing of M,Srlron Mrtihola ,rame wilh cover for vElv6 chamber
locking .rr.ng.mont otc. compl.t wilh .ll m.tsri.l labour fabdc.tion,
to.ting of pipe & v.lve .tc complaio (ils mt L.nglh)l93.rmmdi. to
ith wastwwater main
478673.00
479883.00
511018.00
193.7 mm
ut wastwwater m6in
193.7 mm
219.1omm
244.50mm
14-b -do- with IRS casin
379789.00
193.7 mm
219.1Omm
412133.00
244.50mm
r48
3
SECTION -
Unit
Item
F
Maint€nance Repa ls
R.t
tor
2014.15
o.
Without wastvvu/ater main (onlv casinq DiDe)
a
193.7 mm
219.1omm
b
244.50mm
hom llo.3-
No.
No.
No-
294424.00
294424.OO
294424.OO
Drilling ot 60(r m dia Horizontrl borahole for r.s!.rw.t r m.in pipelin. und.r th.
r.itw.y lr.cks incl srrab wirh r€quil€d lcngth incl lixing of soomm di. M.S. c.3ing
PiP€ wirh wclding pushing elc oomplete v.rious sizo ot papo for 273.10 fim to
355.6mm di. wastxrwrter mlin incl providing & liring ot roqui.td 3itc ot G.|/U,S
PiF tor Eihf,.y pnunir.3 .3 por
of R.ihfl.t' .sihoiity a und.t
&.upplylng tl ng ot lsl tnaka alulc.
in3uuction
aupaivlalon of Rrlhra!, .ulhorily lncl Provldlng
valva ot raqulrud aha al bolh .ld. ol r.lhr.y boundrry wlth oontruotlon ot brlct
aga pavam.nt lncl C;C; t:3:S.ncraing ot plpa ar both alda Provldlng & tixlng of
M.S/lron Manhole frafto with cover tor valvc chamber wiih tocking .r.ngemant !lc.
complet with all material lebour fabrication, hydralic to3ting ot pip6 & valve etc
comploto (45 mr L.n9lh)273.10mmdi. to 355.6 mm dia wesieurter mrin.
A
:
I
a
.\
With wasfi/vwater main
No.
632230.00
655716.00
665746.00
No.
No.
No.
506860.00
506860.00
505460 00
No.
509254.00
532740.00
No.
a
b
323.9mm
355.6mm
c
Without wastlvwater main (onlv casino oiDe)
a
213.1 mm
b
323.9mm
c
a
a
355-6mm
Jo.
a
'15-b -do- with IRS casino oiDe..
With wastwwater main
a
213.1 fitn
b
323.9mm
355.6mm
c
Without wastwwater main (only casina DiDe)
a
273.1 mm
323.9mm
b
355.6mm
No.
No.
No.
No.
No.
542110.OO
383884.00
383884.00
383884.00
lLm I{o.+
Drilling of toorllm di! Horizontrl boreholo for wastwwrr.r m.in pipotanq und.r rhc
r.ilw.y tr.ck3 hrcl sr.!l! with r€quir€d lengrh incl lixing ol SOOm'lt dir il.S, c.3ing
pipe wllh waldi.lg pu3hang clc cofiplere v.rious size ot pipe ior 4OG.tl mm to 5o8mm
dil wlrtww.te. m.in incl providing & fixing ol r€quir.d siz. ol G.Uir.S pipc tor
rrilwly promi3.s rs pGr instructaon of R.ilwey authority & undcr 3uperui.ion ot
R.llw.y .ulhoraty incl Providing &supplying fixing ot lsl m.k. sluico v.lv. ot
aaquhad rize.t both side ot rrilw.y bound.ry with conalruction o, brlck ago
prv.m.nt incl C;C; 1!3!6 oncasing ot pip. .t borh 3ide Ploviding & li ng ol M.S/lron
Manholr tramo tf,ith cover for valve chamb€a with locking arrangcfiant rtc. complat
with all matori.l lebour tebrication, hydr.lic t.)sting of pipe & valvo otc complete (45
nt
L6ngth)406.4mmdia to 508 mm
daa
:
a
a
I
a
!f,astewater rnain.
a
With wastwwater main
a
406.4 mm
457 mm
b
c
508 mm
149
No.
No.
1321284.00
No.
1413113.00
13621 19.00
.^
l
SECTION -
llsm
Sr,
Unir
No.
F
lvlalntenance Repairs
Rare lor
2014-15
Wthout wastwwater main onlv casino oioe)
406.4 mm
No.
1095354.00
No.
1095354.00
457 mm
b
'1095354.00
508 mm
No,
c
-do.
16-b
with IRS c8slno oio€..
with wastwwater maln
No.
1087724.00
a
406.4 mm
No1127609.00
457
mm
b
1'178269.00
508 mm
No.
(onlv
Without wasBwater main
casino Dro6)
No.
865631.00
a
406.4 mm
457 mm
No.
86s631.00
b
865631.00
508 mm
It m ilo.s
Drilling of l3qrlntn dia Hori2ontal borehole for wsstwwator main PiPeline under
lhe railway t acks incl st.t with.oqui.ed longlh incl li{ng or l2qrmm di. M.S'
casing pipe wilh welding pushing etc complolo various size o, pipe for 559 mrn
to ,llmm dia we3i*w.to. main incl providing & tixing ol r.quirod size ot G.|/M.S
pip. tor railw.y pBmir.s .s p.r inrtructlon of R.ilwry .dhority & undsi
3up..vi3ion of R.ilw.y .uthority incl Providing &supplying fixlng ot lsl m.ko
3luico valve of r.quir.d 3izo .t both sido of tailw.y bourdaay with constructio.l
ol brick age p.v€m.ni incl C;C; l:3i6 onca3ing ol pip. at bolh side Providing &
lixing o, M,Srlron manhole trams with oowr ,or valve ch.mber wirh locking
.r.nggmont .lc, compl.t wilh .ll mabri.t trbour t brication, hldralic testing ol
plp. I v.lv..ts ccmplat (41 mt L.hgthr6l9nmall. to rll mm dlr w.tLw.lr
rnaln.
24-A with lVlS caslno oloe
Wiih wastwwaier meln
a
559 mm
b
610 mm
55Omm
711mm
d
Without wastwwater main (onlv casinq pipe)
559 mm
b
6,10 mm
660mm
d
711mm
17-b -do- with IRS casino oioe..
559 mm
b
610 mm
660mm
d
7l1mm
Without wast\,vwater main (onlv caslnq prpe)
559 mm
a
610 mm
b
d
No.
No.
No.
No.
2308372.OO
No.
No.
No.
No.
1971218.00
1971218.00
1971218.00
1971218.00
No.
No.
No.
No.
1828967.00
1889626.00
2055039.00
2074191.00
No.
No,
1491813.00
1491813.00
1491813.00
1491813.00
660mm
No.
711mm
No.
150
236S031.00
2534444.OO
2553596.00
A
SECTION
Sr.
No,
'
Unil
Item
F
Mainlenance Repairs
R.t
,or
201{-15
Item No.6
Drilling ot 2mmm dia Horizontal borehole for wasiwuaicr m.in pipoline crcssing
under the road incl in .ll strata with required length incl ,ixing ot l50mm dia
M.SIRCC casing pipe {ilh pushing elc conplele variou3 sizo of pipe for 80mm
di. (For a5 ntr Longth)
Wlth wastwwater maln
a
1
l
No.
144799.00
No.
58716.00
No,
6t
No.
16746.00
:
Itern No.7
Drilling of 250mm di. Horizontal borehole lor wastwwator mlln pipolino crossing
und.r tho ro.d lncl in .lt str.t wilh rcquirrd length lhcl tlxlng ol 200mm dl.
t{.SrRCC c8ing pipe with pushing elc complete va ous siz€ of pipo for l00mm
dl. (For 45 mr Longrh)
Wath wastlvwater fiain
a
100mm
No.
168084.00
Withou wastwwater main (only casing pipe)
'1267s5.00
a
100mm
No.
19-B -do- with RCC casing pipe..
With wastwwater main
'1',l2644.00
'l00mm
a
No.
:
a
80mm
:
Without wastwwater main (only casing pipe)
a
80mm
18-B -do- with RCC casing pipe,.
Whh wastwwater mEln
a
80mm
074.00
Without wastwwater main (only casing pipe)
a
80mm
Without wastwwater main (only casing pipe)
a
100mm
No.
7',1316.00
Ite]n No,8
Drilling ot 300mm dia Horizontal borehole tor wastwwater main pipeline croa3ing
under lho road Incl in all srraE with requir€d lengrh incl ,ixing of 250mm dit
M.S/RCC c.sing pip. with pushing etc complete v.rious size of pipe ,or l68mm
dla w.3tewat.r m.in (For 45 mr Length)
With wastwwater main
a
168mm
Wlthout wastwwater main (only casing pipe)
a
168mm
-do20.8
wlth RCC casino oioe...
Wlth wastwwater maln
168mm
a
Without wastwwa€r main (only casinq pipe)
a
168mm
l
No.
'189857.00
NO,
150494.00
No,
137138.00
No.
97776.00
I
I
I
151
:
SECTION
Itm
Sr.
No.
'F
Maintenance Repairs
Rrts tor
2014-15
Item No.g
Drilling of sooriri dia Horizontal borohol€ tor wastwwalot main pipelino ctossing
under the roed incl in.l! 3tr.t with roquired length incl tiring ol 400rnn di.
M.S/RCC casing pipe with pushlng stc completo v.rious size o, pipe lor 193.7 to
2{4.5mrn di. wastow.tor mrin (For 45 mt L.nglh)
Whh wsstwwat€r main
193-7 mm
a
219.10mm
b
244.50mm
Without wastwwater main (onlv casinq prpe)
a
193.7 mm
219.1omm
b
244.50mm
2'1-B -do- with RCC casino oioe..
With wastwwater main
193.7 mm
b
219.1omm
244.50mm
c
Without wastwwater marn (onlv casrno oioe)
193.7 mm
a
b
219.10mm
244.s0rnm
No.
No.
No,
397662.00
397662.00
No.
No.
No.
346002.00
346002.00
346002.00
No.
No.
No.
294171.OO
29A171.OO
No.
2471'17.00
111522.OO
312637.00
241117.OO
No.
241117.O0
Item No.lO
A Drilling o, 600mm di. Hodzontal borahol. ,or wa3twuratsr main Pipeline
crossing unde, the ro.d incl in all 3t aL wilh roqui.6d longlh ancl tixing ot
c.sing pipe wilh pu3hlng etc completo v.riou3 size of PiPe
soolnm dis
for 273.1 to 'trSTRCC
355.Gmm di. w.slew.t€r mlin (For 45 mt Length)
With wastwwater main
a
273-1 mm
323.9mm
c
355.6mm
Without wastwwater main (only casina prpe)
273.',1 mm
a
323.gmm
b
355.6mm
c
22-B "do- wllh RCC caslno plpe,.
Wlth wastwwalBr maln
b
a
b
c
Wirhoul
a
b
c
323.9mm
355.6mm
wastlvwaler maln (onlv caslnq pipe)
273.1 mm
323.9mm
355.6mm
152
No,
575195.00
599235.00
508913.00
No.
No.
No.
503577.00
503577.00
503577.00
No.
No.
No.
424499.00
No.
No.
No.
352881.00
352881.00
352881.00
No.
No.
444540.OO
45a217.00
a
SECTION -
Sr.
Item
Unh
No.
F
Maintenance R€pairs
Rat ,or
20lil.l5
lrem ilo.11
Drilling of ,00mm dir Ho.izontal borehole for wastwwater main pipeline cro3sing
und€r the rord incl in all strata with roquired length incl fixing of 800mn dia
M.S/RCC casing pip6 with pushing etc coftplels various size ot pipe tor 406.4 to
508mm dia w..tcw.tcr m.in (for 45 iihr. L.ngth)
With wastwwater main
406.4 mm
b
457 mm
5Oa mm
Without wastwwater main onlv casino oioe)
a
406.4 mm
457 mm
508 mm
23-B -do- with RCC casino oioe
With wastwwater main
a
406.4 mm
b
457 mm
508 mm
Without wastuMater main onlv casino oioe)
a
406.4 mm
457
mm
b
508 mm
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
1',t05716.00
1 125682.00
1143703.00
970291.OO
s03612.00
928308.00
947460.00
559 mm
d
a
b
61O mm
660mm
711mm
wastwwater main (onlv casino oiDe)
559 mm
610 mm
c
660mm
d
711mm
:
:
1
l
No.
754428.00
l
l
1978482.00
19s6122.O0
d
Without
^
:
754428.00
2014710.OA
No.
2033469.00
No.
No.
No.
No.
1787466.00
1787466.00
1787466.00
1787466.00
No.
No.
No.
No.
1518481.00
't433697.00
24-B with RCC casino oloe
c
:
164428.0A
No.
c
660mm
d
71 '1mm
Without wastwwater main (onlv casinq oioe)
559 mm
b
610 mm
c
660mm
b
:
970291.00
. 970291.00
irern o.12
Drilling of l3mmm di. Horizont f borehol. for w.3twr.icr riain pipctine c.o3stng
under lho ro.d incl in .ll strare with requi..d t.ngrh inct tixing ot l2qrmm di.
Itl.SlRCC c.3ing pipe with pushing etc comptcts vrrious size of pipe for 550 to
7llrnm di. w.rtou.t.r m.in. (tor 45 trltr. Longrh)
24-A with MS caslno oioe
With wastwwater maln
559 mm
b
610 mm
1
No.
No.
No.
No.
1595593.00
:
a
1617517.00
1308061.00
130806'1.00
'1308061.00
1308061.00
Note: The above rates are for 45 mt length for an Road/Raittrral, crossing if
crossing length is increased or decreased than correction of Rs= (Rate of SOR)/45 per
meter shall be + or - as per actual length.
153
:
,t
a
SECTION
lvlantenance Repans
Rate lor
2014-15
Item
Sr.
No.
F
item No.l3
(A) Drilling oI Horizontal bore hole for wastwwator main pipeline under the
Railway / Road tracks in all strata with roquired length including fixing of
M.S.(or as specilied by Railway, Road aurhority) casing pipe ot suilable size and
Thickness. Rate includes the cost of Drilling ot bore hole , Casing pipe &
welding pushing etc complete but excluding tlre cost of waslewaler main, valves
snd othor it6ms, Entira work should be as per Approved Drewing and as per
instruction of Railway, Road authority for Following diameter oI Eore hole. for
MS pipe
1300 mm Dia Bore hole with 1200 mm Dia
RMT
35280.00
casing pipe
2
900 mm Dia Bore hole with 800 mm Dia casing
pipe
RMT
17496,00
3
600 mm Dla Bore hole with 500 mm Dl8 c6sing
plpe
RMT
8840,00
4
500 mm Dia Bore hole wlth 400 mm Dla caslng
pipe
RMT
6210.00
5
300 mm
pipe
Bore hole with 250 mm Dia casing
RMT
2462.OO
6
250 mm Dia Bore hole with 200 mm Dia casing
pipe
RMT
2072.OO
1
200 mm Dia Bore hole with 150 mm Dia casing
pipe
RMT
1456.00
Daa
item No.l4 (B) Drilling of Horizontal bore hole ror wastewater main pipeline
under tho Railway / Road tracks in all strata with required length including
fixing of M.S.(or as sp€cified by Railway / Road authority) casing pipe of suitablo
size and Thickness. Rate includes the cost of Drilling of bore hole , Casing pipo
& welding pushing etc complete but excluding the cost ot wastwwater main,
valves and other items. Entire work should bo as pel ApProved Drawing and as
p6r instruction ot Railway, Roaal authorily for Following diameter of Bore hole.
lor IRS pipe
2
1300 mm Dia Bore hole with 1200 mm Dia
casing pipe
RMT
35280.00
900 mm Dia Bore hole with 800 mm Dia casing
RMT
17496.00
RMT
8840.00
pipe
3
600 mm Dia Bore hole with 500 mm Dia casing
pipe
4
500 mm Dia Bore hole with 400 mm Dia casing
pipe
RMT
6210.00
5
300 mm Dia Bore hole with 250 mm Dia casing
RMT
2462.00
pipe
6
250 mm Dia Bore hole with 200 mm Dia casing
pipe
RMT
2072.OO
7
200 mm Dia Bore hole with 150 mm Dia casing
pipe
RMI
't456.00
ts4
SECTION
Itefi
Sr.
o.
Gas/Oil Pioeline crossino
(l) ln Hard Rock (ltem No
'15
'
F
Maint€nance Repans
Rate for
2014.15
Unit
to 19 )
Item No,ls
Drilling of lfi)Omm dia Horizontal borehole by suger merhod for wastwweter
main pipellno cro3aing under the ga3 & oil pipeline incl in Hard roct with
requirEd l.ngth lncl fixihg ot g(xrmm di! trl.SrRCC c.sing pipe wirh pushing otc
complele varioua 3ize ol pipe lor 550 to 700mm dia wratwwater rnlin( for
dossing lengdr ot 30 n s, excluding cost of water cerrier piPe .nd laylng
chargei )
A) wlth MS csslno oloe
B) wlth RCC caslno oloe
1660411.00
1606080.00
Job
Job
hem ilo.16
Drilling ol 900mm di. Horizontal borehols by auge. method tor waslewatei m.in
pipeline crossing under the gas & oil pipeline incl in Hard rock with required
length incl fixing of 800mm dia M.S/RCC casing pipe wirh pushing erc comploie
various size ol pipe lor 40O ro 500mm dia wastwwater m.in( for crossing length
of 30 mls, excluding cost of water carrier pip€ .nd laying charges )
A) with lvls casino oioe
B) with RCC casino oioe
Item No. 17
Job
Jot
Job
Job
Job
Job
641525.00
567840.00
(ll) Other than Hard Rock (hem No 33 to 37)
155
Job
Job
l
:
^
:
:
:
438312.00
372960.00
Itsln No. lg
Drllllng ol 300mln dl. Horlrontrl bolrhol. by augar maihod lor waatlirwatar mal6
plpelln. cro..lag und.r th.9.. & oil plp.ltn. lnct tn H.rd rock wlth r.qutr..t
lengrh incl ,ixing ot 250md dia M.S/RCC c..lng plp. wtth pushing eic comptoto
vafous size of pipe for less than 200 fim dia wa3txuatol main( lor crossing
long[h of 30 mts, ercluding cost of water cardor pipe rnd taying chargos )
A) with MS casino oioe
B) with RCC cssino oioe
1
1243200.00
Drilling ol 50omm dia Horizohtal borahole by augoa rnethod for westswator main
pipeline c.os3ing under the gas & oil plpellno incl in Hsrd rock waih requilod
length incl liring of 40omm dia M-STRCC c.sing pip6 wirh pushing etc comptete
various size ot plpe for 180 ro 2OO mm di. w.stowstor main( for crossing tength
ot 30 mts, exclrdirg cosi ot warer carier pipe and taying charges )
A) with MS casino oiDe
B) with RCC caslno oioe
:
133',I266.00
'
Drilling of 600mm dia Horizontal borehole by auger rnethod for wastew.t.r mrin
pipeline cros3ing under the gas & oil pipeline inct in H.rd rock with requirad
lenglh incl ,ixing ol 5o0mm dia M-SiRCC c.sing pipe wilh pu3hing elc compl.r.
various siro of pipe for 250 to 350mm dia waatwwater main( for crossing longth
oI30 mts, excluding cost ot water carrier pipe end laying charges )
A) with lvls casino oioe
B) with RCC casino oioe
ltem No, 18
:
A
178080.00
154560,00
:
:
.\
SECTION -
Unit
Item
Sr.
No.
F
Mainlenance Rep6ic
Rate tor
2014-15
It m ilo. 20
Drlllln! ol looomm dla Horlrcnt l boroholo by au!.r m.lhod for lr..ltrrw.tar
mdn plp.lln. cro3.ing urd.r lha g.a & oll plp.lln. lnol ln oihor lh.n H.rd rock
wllh |tquirod longth incl tldng o,9Ur m dl. M.STRCC c..lng pip. wllh pu.hlng
oic cornplata va.ious 3iza ot piPe lor 550 to 7(Xrmm dia wa3hrwatsr mein( for
croiiing l.ngth of 30 mts, excluding cost of watot cari.t Pipo .nd laying
charqe3 )
lob
652411.00
A) with MS casino DiDe
Job
598080.00
BI with RCC casino oiDe
Itom No, 2l
Drilllng ot 900mm dia Horlaontal borsholg by augor m.thod tor wastwwatot maln
Flp.lln. cro..ing undcr iha g.. & oll plpallna lnol ln oth.t th.n H.td rook wlth
rsqulr.d longth incl fixing ot 800mm di. M.STRCC cttlng PlPo wllh pBhlng etc
3
complqtq various sizo ot pipg lor 4OO to 500mm di. wastgwstet m.in( tol
cro33ing lenglh ot 30 mrs, ercluding cost of watot ca.del Pipe and laying
charges )
Job
A) wlth l\,ls casho oioe
Bl wlih RCC casino oiDe
512266.00
427224.OO
hom ilo, 22
Drilling of SOOmm di. Horizontal boreholo by augor mothod for waslwwater m.in
pipelino crossing under the gas & oil PiPeline incl in othsr lhan Hsrd rock with
roquired lenglh incl fixing o, 50omm dia M.S/RCC caslng piPe with Pushing etc
cornplet various size of pipe tor 250 to 350mm dir westowstor main( ,ol
crossi.g lenglh ol 30 mts, axcluding cost ot wlLt carier PiP. and l.ying
ch.rgos )
Job
Job
A) with MS casino Dioe
B) with RCC casino oioe
Item No. 23
278645.00
204960.00
Drilling olsoomm dia Horiuont.l borehole by augor method lor wastwwater main
pipelino crossing under tho gas & oil pipeline incl in other than Hard rock with
r.quir.d l.ngth incl tixing o, 400mm di. M.STRCC c..ing piPo with pushing orc
colnplete v.tioua 3La ot Pipo lor 180 to 200 mm dla w.ltlrwatar ain( tol
croaalng lang h ol 30 mir, excludlng coat ol rf,aL, cartier Plpo .nd l.ylne
ch.rg.3 )
Job
A) wlth MS casino DiDe
B) with RCC casino oioe
186312.00
120960.00
Item l{o, 24
Drilllng of 3OOmm dia Horizont.l borehole by .uger mothod for wastwwabr m.in
pip6lin. crossing under tho ga3 & oil piPeline incl in other than Hard rock with
raquircd longth incl tixing ot 25omm dla M.STRCC c.sing PiPe with Pushing orc
complete va;ous size ot plPa tor la33 lhan 2OO mm dl! wast wstet main( lor
crorslng longlh o, 30 mlt, orcludlng cott
ch.rg.r )
of w.Lr c.nitr
Job
Job
A) with MS casino oioe
B) wilh RCC casino oioe
1919
PiPr .nd l.ylng
ffre above rates are for 30 mt length for all
Gas/Oil
Pipeline crossing, if crossing length is increased or decreased
than correc on of Rs= (Rate of SOR)/30 per meter shall be + or
- as per actual length.
156
77280.00
53760.00
SECTION-
Item
F
[/ainrenance Repairs
Rate for
2014-15
l
l
item No.25A Roplacom€nt of air v.lve ri3er by Disrnantling tho oxisting .h vatve
by ercavalion, dism.ntling conc. .nd crrtting/shifting o, riser from top of pipe.
etc complete
Dia of A.V
Nos
,1
50 mm
Nos
Nos
Nos
Nos
Nos
2 80 mm
3 '100 mm
4 150 mm
5 200 mm
410
525
538
552
578
t{o.25B Eroctlon ol air v.lvo rller by in.t.fling n.w il.S pipe ol6rnm thick
and 3.2fit lenglh with necessaD, lillings such .s flango of appropriate size, nut
bolts and embodd€d the pipe in R CC M;15 with offset of 10 cm around pipe with
nocgssary slool otc comploto
Dla of A.V
Nos
EE
50 mm
2 80 mm
100 mm
4 150 mm
5 200 mm
Nos
1
1514
^
9761
a
a
item No. 26 De3igning, providing and casting reinforc.d concretri M.35 <tesign
mix box, including providing and casting steet cutring edge for front shietd, MS
rear shield RCC M.20 thrust bod, thrust wass for pu3hing the box b6los, railway
ambankment undar railway, SH, NH roads under running traffic condition es per
conLactors own dosign drswing lnclsding arangernent tor intemtedirte jacking
st.tion wilh provi3ion of intermedi.te Bhield and ita connection with the box
drag sheet as may be required for smooth controtloal pushing etc complete in all
respectsr including cost of nece3sary excavation with its all lead and lift for
construcling lhrust bed at dosignod level as dirqctgd by engineer.in.charge
lncludlng provldlng lll tempory wo.I3 rs rqqulird and lpprclrcd by Raflw.y o]
.r.tubry .uthorhyr raqulrrd protocuo.l ol grllting ro.d p.6m. , r.thrty t.ck
lncluding provlilang water tightJoinB ln RCC box a.gmenE rslng CC grour wfth
epory paim on otposod tacing anal providing RCC $ddtes in tho box .s per
dehils given wlth dr.wing for 3upporting pipe in th. box .s direclod, inctuding
ell plants machlnery €quipmenE , all tabour rnatodal and all telnpor.ry works in
all rEsp€cts, dirmantling and ramoval of temporary worl! rastoring ground io its
original protil. on completed uort, Rlte is inclusive o, construction ot pushing
plt r€c€iving ph .nd interrnodlat plt it requirad .nd lnclusiE ol all toot3 &
t ckle etc contplata.
Size
2 Size
3 Size
4 Size
Size
6 SIze
2.0x2.0 in all strata of soil
2.50x2.50 in all strata of soit
2.50x3.0 in all strata of soit
3.0x3.0 in allstrata of soit
3.0x3.5 in all strata of soil
3.5x3.5 in all strata of soit
7 Size 4.0x4.0in all strara ot soit
1
157
RMT
RMT
RMT
RI\47
RMT
RMT
RMT
1
3001
4195
5345
Nos
Nos
a
132000.00
206250.00
247500.00
297000.00
346s00,00
404250.00
528000.oo
:
:
:
:
:
:
a
:
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
SECTIOI{."G".M.ch
Rara ror 2ol&2o15
Unlt
S..
Tot l
SupFly
Itlo.
t lnst ll.tion, testing & commasioning
ot lllon Clog Seua96 Submersible
Venical Pump Motor Set
Providing Non clog Sewage Subme.sible Pump With SS CFSM lmpeller, C.l casing
, 55316 shaft suitable for 3 phase, 415V, 50 Hz, AC Supply, Submersible motor
having TEFC enclosure with Class F insulation and lP 68 protection. The PUmp
shall be operated at'1450 RPM.Th scope shall include all required accesories viz.
pump delievry pipe and header pipe including specials (M.S\Ducctile lron\HDPE),
check valve, sluice valve,pressure gauge automatic coupling device, guide pipe,
chain with shacle,thrust block flat submersible cable upto starter panel through
suirable size G,l pape (20 mrr 3 core flat copper conductor, PVC insulated cable for
each pump-motor set) wlth necessary eleculcal connection and electrical control
panel with shner as per lhe specificatons.
The pump set shall be provided slong wilh automatic shut down arrangement when
water level in pumping station will be 9o down to the minimum \xater level (M.W.L)
1
Casing C.l, SS CFSM lmpeller,Bronze casing wearing ring and bearing bush,
Mechanical seal Sic vs Sic, CS/SS Bearing, SS Shaft with sleeve, SS strainer and
IVIS rnotor body
'179880.00
25000.00
Job
154880.00
Upto3HP
2
5HP
Job
114236.OO
25000.00
't99236.00
3
7-5 HP
Job
191727.OO
25000.00
216727.00
,]O
HP
Job
236480.00
25000.00
261480.00
5
12,5 HP
Job
275196.00
25000.oo
300196.00
6
15 HP
Job
286460.00
25000.oo
311460.00
7
20 HP
Job
300967.00
30000.00
330967.00
I
25 HP
Job
352031.00
30000.00
382031.00
I
30 HP
Job
375580.00
30000.00
405580.00
10 40 HP
Job
6144',16.00
30000.00
644416.00
50 HP
lob
689498.00
35000.00
724498.00
'12 60 HP
Job
710919.00
35000.00
745919.00
13
75 HP
Job
'1066426.00
35000.00
110',l426.00
14
1OO
Job
1383115.00
35000.00
1418115.00
4
11
HP
158
:
1
3
1
:
1
a
:
a
a
l
*rrl,i
ili
.-,- Hrarr9
--
UE#|!l
|r IJ
^
:
a
:
a
1
a
a
a
a
a
a
a
1
.
Sggl!ON-Sles!&d!e.n!
Dcscriptin or lt6m
Sr.
l\lo.
Unit
Supply
lllre tor 2o1{-2o15
Erccdon &
Tot!l
S.ructur.
Supply, inst ll.tion, tosting & commissioning o, ll KV two pole slructrnr made
ot 6" X 3" 'l' sgction girder having min, Smlr l.rEhth 4" X 2" channeb, clamps,
hardw.re etc, suitabla for ar€ction o, rollowi.tg acoassodes duly connected with
ACSR conductors es per epprovad drewings & in compliance with rcquitenrents
ot IEC (wilhout eanhing & coppor pl.te).
(a) 11 KV 200 amps drop out ruses with S,R.B.P. iubo3 c.ni6 (03 nosJ
(b) lf KV G.O.D. 3witch oompl.t rioi inrel.tor., op.r.ling h.ndle uith
g.lv.oi!.d pipa, lqut,a b.r arc. 40O .mpa..a (01 ..0.
(c) I I KV llgftrlng .n .tor. wlth chmp! (03 m.J.
(d) l l KV 3h.ckle in.ul.lo.r (06 no..).
(e, 25 mnr X 3 mm thicl oop!.r ..rth 3t ip. in two pa..llel run3 in r6quired
qua ity i. o. trom LA ro ..dhing ch.mb€..
'11 KV DP
Descri6don as Above
lEach
137390.00
SITC of funnel type Eanhing having earlh plate of following size burried in specially
prepared eanh pit of reqd. mr below ground with 40.0 kg charcoal and salt with
alternate la),ers o, charcoal and salt 20 mm dia Gl pip€ wilh funnel with wire mesh fo.
watering and bick massonary block and C.l. cover complete as per para 7,3 of lS
3043 with necessary length of double G.l. / copper eanh wire no-6 swg bolted with lug
to the paltened covered in 12 mm dia G,l. pipe 2.5 mr long complete connected to the
reqd point of DP with end socket as per direction and duly tested by eanh tester
conflrming to lss.as per drawlng & specatlcations. comp.With 30 x 30 x 0.35 cm Cl
eanh olate ComD.
Des.ri6tion as Above
I 2 Nos
2
2-A
2
3
4
5
7
I
I
t)
Supply of distriburion trsnsrormor with no load t oltage ratio 1110,{33 kV.
continuously ,.ted tor 3-s, 50 H& ouldoor , in roo. B'p., Ot{Ail coolsd, coppcr
doubl. eound, cor. q'p., v6cro, group Dtm 11, HT dolL connecGd .nd LT st r
connect d, oil imnrers.d windang with tomp.r.lulo riso in oil , winding 50, 55
dog, C abovc ambienl tempamluro with nautral brought out connectcd to
prot ide separate earthang including torminal ara?rg&nont bushi.rg / cable box
on HT sade .nd c.bl6 box on LT side ruit bl. tor c.blo box or bus duct with
following .ccopubl. v.luca ot no lo.d I lo.d lo5.oa @ 75 deg. C & imped.nce
(wilh t loleranco3 a3 pcr lS) completo wilh ,irat lill ol oil .long wilh tollowing
acccssories including routino test @ Lcrory es Por lS 2026 & its l.test
ammendments as pcr dals sheel & dgtailod Specifications.
Oil conservator with fillino holes with cao / draln oluo and Drismatic oil siqhl qauqe
Silica qeldehvdratino breather charqed with silica qel
Oildrain cum samolino valve with oluq
Oilfilter valve
Liftino eves / hooks / luos
wo ernhlnd termln!13
Ratlno Dlat6 and dlaorsm
ExDlosion vent with dlaDhraom
10
Th.rmometer oocker
11
Four bidirectional Dlain rollerwith base chann€lwlth haulinq holes
t50
Sr.
for
RatG
No.
Supply
2014.2015
Erection &
Ovelherd
12
Fixed / detachable radiaror banks
13
Off circuit enernally operated tapping switch (For rating s 1000 kVA)
14
15
100 mm stem type oiltemperature indicator (For rating < 500 kVA)
Bucholtz relay with shut ofr valve (For rating > 500 kVA)
16
150 mm dialtype oiltemperature indicator with Alarm / Trip contact (For rating
'17
18
150 mm dialtype winding temperature indicator with Alarm / Trip contact (For rating >
1000 KVA)
Marshalling box (For rating > 500 kVA)
19
150 mm dia magnetic type oilgauge (For rating > 1600 kVA)
20
lnspection cover &jacking lugs (For rating >'1600 kVA)
:500
1.1) Wath off circuit tap chenqer - 10 % to + 5% in steps of 2.5
Rating(KVA) No Load Loss
@7sofiwY Fu[
Load Loss
@7so(KW)
/lmpedence(%)
Set
63 KVA
'100
Not Required
kvA
0.55/3.00/4_00
Set
219375.00
219375.00
60 kvA
1.60/3.50/4.00
Set
284406.00
284406.00
kva
250 kvA
o.70t4.20t4.oo
Set
328647.O0
324647.OO
0.80/4.75/4.00
Set
366567.00
366567.00
315 kVA
0.60/5.00/4.00
Set
428968.O0
428S68.00
400 kvA
0.80/5.85/4.00
Set
505610.00
505610.00
s
500 kvA
0.90/7.10/4.00
Set
541772,00
587772.OO
h
630 kvA
0.95/8.85/4.00
Set
673241.00
673241.00
750 kvA
1.10/10.10/5.00
Set
79954S.00
799549.00
i
800 kvA
1.15n0.40/s.00
Set
834257.00
834251.00
k
1
1.40/10.50/5.00
Set
960412.00
960412.00
'r
200
000 kvA
1.2) With on load tap changer - 15% to + 5% in steps of 1.25% with RTCC, AVR
kva
Set
1338380.00
1338380.00
1250 kVA
1.40/t0.40/5.00
'r.80n3.00/5.00
Set
16r 10r3.00
1611013_00
1600 kvA
2.OOl1
.0016.25
Set
1712115.OO
1112115.OO
2000 kvA
2.30/19.00/6.25
Set
1958001.00
1S58001.00
2500 kvA
2-60125 -0016 -25
Ser
2088121.O0
208a121.O0
3150 kVA
3.20132.OOt6.2s
Ser
2435108.00
2435',tOa.OO
s
3500 kvA
3.40/33.00/7.15
Set
2825469.00
2825469.00
h
4000 kva
3.70t31.50t7.15
Set
3098102.00
3098102.00
1000
b
d
f
4
2) lnstallataon, testing & commassioning of 11/ O-433 kV oit fi ed distribution
transformer including all accessories wilh required size cement concrete pedeslal as
per detailed specifications,
160
l
R.r.
Unit
Supply
'or
2014.2015
t chrnd.r. l0 % to + 5% in 3t os ot 2,5
2,1) Wilh olt circlrit o
100 kvA
160 kvA
b
200 kvA
c
d
250 kvA
315 kVA
400 kvA
500 kvA
630 kvA
h
750 kVA
t\
800 kvA
r 000 kvA
2.2) Wilh on lord rro ch.noor .
2B
t
2
3
4
5
6
7
8
I
10
11
12
't3
14
15
16
17
Job
Job
Job
Job
Job
Job
[email protected]
40000.00
15
ro + 596 in 3leo3 ol 1.25% wirh RTCC, AVR
Job
1250 kVA
Job
Job
Job
r6m kvA
d
e
2000 kvA
2500 kvA
3150 kVA
q
3500 kvA
h
4000 kvA
30000.00
30000.00
30000.00
30000.00
30000.00
35000.00
35000.00
35000.00
40000.oo
Job
kvA
10(}0
b
Job
50000.00
50000.oo
50000.00
60000.00
60000.00
70000.00
70000.00
70000.00
Job
Job
Job
Job
distibuiior lranstollnoJ (onarty .llici.r0 wilh no load volt ge relio
l'1r0.{3:t kV, continuously r.t6d tor 3t, 50 H& ourdoor , indoor t!'Pe, OilA
coolad, copp.. do{bla wounal, cor. tyDa, vectoa grouP Dt'n ll, BT dolL
aodn otad.nd LT ata? conn cLd, oll lm arrad urlildln! wllh l.lnpatatrlt daa
Itr oll , ulndlng 50, 65 d.g. C .lrov. .mbl.nt tenp..atlra wlth n ulr.l brcugh
oul coruEcted lo prcvido SsPrrate aarlhlng inclualing lottilnal arangEmer
bushing, crblo box on HT rido .nd c.bl. box on LT sido suillble tot cable bor
o. bus duct with lollowing .ccepi.ble v.luo5 o, no lold , lo.d losses @ 75 dsg,
C & imped.nce (withoul .ny tolorrncor) cornPleL walh ,i.sl till ot oil along wiur
following .cc63o.ios inoluding .oulins ts3t @ ,aotory !5 Por lS 2020 & its l.les!
.m.nendmenE a3 p.r dlta 3hoct & doEilod tpacilioations.
1) Supply o,
Oil conseNator with filling holes with cap / drain plug and prismatic oil sight gauge
Silica qel dehydratinq breather charqod with silica qel
Oildrain cum samplinq valve wth plug
Oilnlter valve
Lifting eyes / hooks / lugs
Two ea hino terminals
Rstino olate and dlaoram
Alr release oluo
Exolosion vent with diaDhtaem
ThermomeEr pocket
our bidlrectional plsin roller with base channelwlth hauling holes
Fixed / detachable radiator banks
Oll circuit externally operated tapprng swdch (For raling s 1000 kVA)
ioo mm srem rvoe oil temperaturo indicator (For rating < 500 kVA)
Bucholtz relay with shut off valve (For rating > 500 kVA)
150 mm diallype oiltemper;ture indicalor with Alarm / Trip contact (For rating :500
150 rvrrn dialtype windinq temperature lndlcator wilh Alarm / Trip contact (For rating >
161
:
:
l
D*criprin of ltem
Sr.
No.
lrnit
Rare
Supply
for 20lil-2015
Eroction &
Tot!l
Ovelho!d
18
19
20
Marshalling box (For.ating > 500 kVA)
150 mm dia magnetic type oilqauqe (For ratinq > 1600 kVA)
nspection cover &jacking lugs For rating a 1 600 kVA)
l.l) With ofi circuir t p chrnqer - l0 % to + 5% in steDs oI 2.5
Rating(KVA) No Load Loss
@7so(KW)/ Fu
Load Loss
@750(KW)
/lmoedence(%)
b
d
e
t
q
h
a
b
d
160 kvA
200 kvA
o.4012.3014 .m
Set
0.45/2.50/4.00
Ser
250 kvA
0.55/3.OO/4.00
t.65/3.50/4.OO
Set
Set
Set
398168.00
467690.00
556171.00
398r68.00
0.90/5.00/4.o0
Se!
808976.00
467690.00
556'1i1.00
657293.00
745775.00
80&976.00
'1.05/5.80/4.00
Set
s48019_00
91801C.00
1.13/8.34/5.00
Se-t
986626.00
986626.00
kvA
400 kvA
500 kvA
630 kvA
800 kvA
1000 kvA
1,2) Wilh on
1000 kvA
1.30n0.00/5.00
Set
11331S0.00
1133190.00
lo.d iao chanoer.15 to+5%insteDso 1.25% wirh RTCC- AVR
1.30n0.00/5.00
Set
1142276_OO
1782276.00
1250 kVA
1600 kvA
1.50n 1.40/5.00
2.00n 4,00/6.25
3',t5
c.1 5t4 .2st4.OO
657293_OO
745775_00
Set
1846946.00
1846946.00
Set
2090027.00
2090027.00
2000 kvA
2.10117.5016.25
Set
2328343.O0
2328343.00
2500 kvA
2.36121.2016.25
Set
2632195.00
2632195.O0
3150 kVA
2.36121.2U6.2s
Set
3161214_OO
3167214.00
2) lnstallation, testinq & commissionino of 1/0.433 kV o filled disiribution
2.1) W h offci suattao chanoet
160 kvA
Job
30000.00
b
20o KVA
30000.00
250 kvA
Job
30000.o0
d
315 kVA
Job
30000.00
400 kvA
Job
35000.m
500 kvA
Job
35000.00
q
630 kVA
Job
35000.00
h
800 kvA
Job
4m00_00
1 000 kvA
Job
40000.00
2.2) With on load tao chanoerwith RTCC, AVR relavand oil sulde r.l.v
a
1000 kvA
Job
s0000.00
b
1250 kVA
lob
50000.00
1600 kva
Job
50000.00
d
2000 kvA
60000.00
2500 kvA
60000.o0
f
3150 kVA
70000_00
l
A
l
a
l
a
:
162
:
1
l
a
.
a
l
:
1
a
l
a
:
a
i
f
1
:
SLUICE VALVES :
.
For pipe size upto 300 miR
For pipe size greater than 300
Same size as pipe
mm
about 2/3 of Pipe size
SCOUR VALVES :
For all size d/2 plus 25 mm where d is the dia of main in mm.
VALVES
AIR
:
Ratio of ai. valve he pipe dia
For release ofaironly
For admission as well as release of
air
=1112
= 1:8
Siz. ot Air
20 mm
50 mm
50 mm
80 mm
Sir. ol m.in
80 mm sinole air valve
100 mm double air valves
,l25-200
mm double air valves
250'350 mm double airvalves
400-500mm double air valves
600 mm double airvalves
v.lv.
100 mm
'I50 mm
Dlt
,or pip. l.ying wor*t
Schadula of work to bc dooo in Etcavalion tor hyili0 andi.inling
pip.3, liring v.lv.3.tc. (15:3114-1965).
Sr.l'lo'
1
2
3
4
5
6
Dh ol piF
in mtn
80
100
125
150
200
Depth of bottom
of pipc bclou, G.L
in cm
105
105
105
120
135
145
155
12
300
350
.4(n
450
500
600
13
14
I
I
10
11
1.07
147
'I
07
75
15
10
)50
1
G]ll
75
'105
'1
Width otrtrurr Culantity par rrxaDr
hngth in.xtn
at bottan in -
1.18
s0
1.83
205
90
100
100
110
700
2n
120
750
1n4
125
170
185
1,10
80
80
80
1.32
1.54
?{n
2.42
2.1'l
3.27 1 Depth
0,06 'l'l Depth
3.86 1 Depth
0.38 11 Depth
4.17 1 Depth
0.61 11 Depth
Nole I Width oftrench for PVC pipes shall be 0 60 mm up to 350 mm dia pipe
r63
1
Weight of C.l. Sluic! Valves 0.5.780.1969)
Weiohts in K
Weight
Size r'rrrr
exc. cap in Weaght of Cap in
q. (1O ko/cml
kq.
50
65
80
100
-t3
20
22
'I
3
31
43
55
125
150
200
250
300
1.3
1.3
71
120
178
240
:
1.5
1q
2.4
Weight of C.l. Sluice Valves (15-2906-t969)
tn
Size in mm
Woight with r.n class 11
(1O kg/cm'?)
350 mm
400 mm
450 mm
:
325
544
631
855
1067
500 mm
600 mm
l
Weight of Tail Pie.res requirsd for Sluico Valvss
:
-t
Size oL
Length of tail piece with
valve mm one end flanged and
the olher end socket
80
100
12s
150
200
250
300
3so
400
450
500
600
700
750
0.75
o.75
0.75
o.90
0.90
o-so
o-so
0.90
1.00
1.00
Weight of
each tail
pieca t(g!
Nur5er
21.20
26.68
34.30
4ao-o8
69.39
93.40
120.20
151.00
198.40
8.50
2
2
1.OO
279.',
1.00
1.00
1.00
4.70
488.30
550.40
37
164
nb,
?
?
2
2
2
2
2
Total
t eight of
tai piece
Ko,
42.4
53.36
68.60
96.16
138.78
186.80
240.40
302.OO
396.80
?
477.OO
2
2
2
554.20
7 49.40
976.60
1100.80
2
1
WEIGHT OF P.V-C- PIPES (1s:49a5-1964)
Outat
Dlametar tlfi
Pressure
lnner
f)ia'lEEa rtr[
Weigh! per
irreter 1(g-
Length per ll/i
50
6
46.2
o.404
63
4
59.6
63
6
58.1
75
4
71.O
15
6
69.3
o.465
o.62
0.651
0.917
2.451
2.151
90
4
90
110
110
125
125
6
a3.2
4
'104.2
6
'140
4
1.40
6
160
160
180
4
4
102.0
118.7
115.1
133.0
129.7
152.O
144.4
171.9
180
6
200
200
225
225
@
4
6
0.917
1.313
1.315
1.491
1.71?
2.596
1.511
1.536
1.091
1.091
162
760
529
584
401
2.743
3.923
3.560
469
323
359
255
281
166.9
5.O67
197
4
190.1
4.256
235
6
6.233
5 480
7.836
160
4
185.5
?13.4
204 a
250
250
4
237 .A
6.636
151
2AO
4
2AO
6
4
10.190
a-315
-t2.158
10.553
98
120
a2
95
15.371
65
315
315
6
6
6
266.3
259.8
299.6
292.3
165
2.13',1
3.O97
142
123
I
Jointing Materials for P.V.C. Pipes Solvent
Cement Joints
Out3ide
diametar of
plDe ln mm
Numbor ol complotg coupler
Approx, No. ofjoints
jointe per Kg. of lubricant which can bejointod por
(Sotusnt C.6ont P!3t!).
ono lit€r3 OR I kg. ol
.
solveni csmcnL
63 mm
100
80
75 mm
95
65
90 mm
90
50
:
^
110 mm
'125 mm
50
140 mm
45
20
160 mm
35
15
180 mm
200 mm
a
12
18
10
250 mm
280 mm
08
o7
315 mm
05
:
166
ll[eight per m6tor, Sectional Aroa .nd po meter of
Square & Round bars.
W.ight in kg. per
Scctional Area
Dia in mm or
width acroaa
rEtcr=w
Ftt
cm2
I
Cm2
0.25
0.36
0.20
0.20
0.15
o.28
o.22
8.00
10.00
0.64
0.50
0.28
0.50
1
12.O0
.44
0.79
1.13
0.79
't
1
.l3
0,39
0.62
0.89
14.00
1
.96
1.54
1
.54
1.21
16.00
2.56
2.01
2.O1
1.58
18.00
3.24
2.54
2.54
2.N
20.00
4
3.14
3.',I4
2.41
22.00
4.84
3.80
3.80
2.98
25.00
6.25
4.91
4.91
3.85
28.00
1
.84
6.16
6.15
4.83
32.00
10.24
8.04
8.04
6.31
36.00
.12.96
10.18
10.17
7.99
40.00
'16
12.5'1
12.56
45.00
20.25
15.90
15.90
s.86
12.48
50.00
25
19.64
19.63
15.41
5.00
6.00
167
ata Sheet For
or Cement C ons
Sr-
Avera96
Consu,npt
aon in B.o
Pe?
3
4
C.C. 1:5:10
24.25
10 cum
C.C. 1:4:8
35.25
10 cum
C.C. 1:3:6
C.C. 1:2:4
C.C. 1:1:5:3
45.75
10 cum
ilo.
lBaq Canrenl = 50 Kq = 35 Liter = 0.035 Cum
I
A)
on
Paniculars
2
'1.
2.
3.
4.
5.
6.
1.
2.
3.
4.
5.
6.
7.
8.
9.
Cdnent Concrote auirlr linishino
10 cum
C.C. 1:1:2
U.C.R. Masonry in C.M. 1:4
U.C.R. Masonry in C.M. 1:5
u.C.R. Masonry in C.lM. 1:6
U,C.R, M6sonry in C.M. 1:8
W.S. Bela Masonry in C.l\4. 'lro
Brick masonry in C.M. 1:6
Brick masonry in C.lVl. 1:8
11. C.R. Masonry 2'son in C.l\4. 1:5 for building
Pla3ter and Pointing
'1.
2.
3.
4.
5.
6.
7.
Pointing in C.M. 1t3 to Masonry
Point'ng in C.M. 1:3 ro Pitching
Cement plaster 12 mm thick in C.M. 1:3
Cement plaster 12 mm thick in C.M. 1i4
Cement plaster'12 mm rhick in C.i,4. l:3
Cement plaster 25 mm thick in C.lVl. 1:3
Rough cast and sand laced cement ptaster 20 mm thick in
C.1,4. 113 and finishing coat 6 mm rhick in C.M. 1:2
8.
D)
10 cum
127.5
10 cum
24.14
21.25
10 cum
10 cum
11_5
'10 cum
Masonry
C.R. in masonry 2d son in C.lr. 1:5 for buildinq
C.R. in masonry 2tu son in C.lVl. 1:6 for buitding
10. C.R. Masonry 2d son in C.M. 1:5 for bridge
c)
8s.5
Finishing to RCC Member with C.M. 1:2
Pavement and Floorinq
'1. Shahabad or Koatah stone in L.lVl. /, including cement
pointinq
2. 75 mm thick 1r2:4 C.C, Flooring wit smooth finishino
50 mm thlck 1:2:4 C.C. Floortng wlt smooth finishtng
4. 40 mm thick 1:2t4 C,C. Flooring wh smooth tinishine
5. Cementfor mosaic tlles in L.M. 1i1:5 with C.P.
6. White glazed tiles flooring C.M. 1:6
7. C.C. 1:3:6 wirh filters wirh Steepers
L C.C. 1:316 with flhers with Sleepers
3,
168
cum
14
'I
1.5
10 cum
14
'I0 cum
8.5
10 cum
14.25
O
l0
cum
'10.5
10 cum
:
20
10 cum
16
10 cum
a
6
'100 Sqmt.
'100 Sqmt.
16
100 Sqmt.
5.25
13
10O Sqmt.
21.5
24.5
10O Sqmr.
'100
21
1@ Sqmr.
13.s
100 Sqmt.
I
100 Sqmt.
53.75
]00 Sqmt.
35
100 Sqmt.
Sqmt.
100 Sqmt.
10.75
43.25
100 Sqmt.
10O Sqmt.
100 Sqmt.
52.3
'100 Sqmt.
7
IUot :-
1. The consumption of cement for controlled cement concrete depends
upon
propenies of concerting materials and water cement ratio. Therefore in
case of controlled concrete, the consumption should be taken as the one
considered in design mlx. However, it will be necessary to fi the standard
for assessing cement requirement for the purpose of flxing, quantity in
Schedule - A, placing indents etc. for this purpose only a statement
showing standards of cement consumption for controlled concrete items is
also prepared and enclosed (staternent no 2).
2.
Cement consumption is independent of
(i)
Whether fine / course send in used
(ii)
Whether 20 mm / 40 mm nominal size of aggregate is used
(iii)
Whether stone / brick aggregate used
consumption per unit of controlled concrete will be taken AS
worked out in mix deslgn. The minimum requirement of cement will be a5
3. The cement
per relevant l.S. codes for those particular items.
4.
The quantities shown in column 4 shall be used only for the purpose of
estimating the cement requirement for the purpose of fixing in schedule 'A'
of tender, placing indents etc.
169
:
:
List of lS Related To Water Supply & Sanitary
Engineering.
Sr,ltlo.
rl
1.
I lS No.
Gen6l, l
SP 7
(Ps
I Tn|e
g Sec on 1):1983
National Building code
of lndia 1983 Part
I
plumbing servkes: Section 1: Wster Supply
2.
SP 35 : 1987
Handbook on wsier supply and drainage wilh
special emphasis on plumbing
3.
lS 1172 : 1983
Code of b6sic requiremenrs lor w6rer suppty
drainage and ssihation (thid revision)
Code of practce for wsier suppty in bulldings
(s€cond revislon)
4.
lS 2065: 1983
33 gEde ordlnary Porttand c€mont
(lounh
revlslon)
5.
lS 269 | 1989
a
43 grade ordinary Por0and cement
6.
lS 8112:1989
53 grade ordinary Portiand cement
1.
lS 12269 : 1987
Portland pozzolana cement
8.
lS 1489 : 1991
Fly ash based
Pan 1 : 199'l
Calcined clay based
Pan2:1991
High $rength deformed ste€t bars and wares
for concrele reinforcemen!
9.
a
:
lS 1786 : 1985
Code of praciice for d€sign toads for buildings
10.
lS 875 : '1987
:
Dead loads
:
Part 1 : 1987
Part 2 : 1987
1',].
Pan 3 :1987
Snowloads
Pax 4 : 1987
Special loads and load combinaiions
Pan 5 : 1987
lS 13920 : 1993
structures subjecled to seisrnic forces,
Ductile detailing
:
of
reintorced concrere
Criteria for eanhquake resisrana desiEn of
12
lS 1893: 2002
Code
13.
lS 456 | 2000
of
practice
for ptsh and
l
retnforced
concrete (lhird revision)
Code of prscuce tor qenelal constructlon of
170
a
:
l4
lS 457 : 1957
plaln and reinForced concrete
other masslve slrucrures.
for dams and
Code of practrce for prestressed concrete (tust
lS 1343 : 1980
15.
Code of pracrice for induslrial ventilatbn.
lS 3103 : 1975
16.
Code of pracdce for concrete structrre ror the
storage of liquids.
17.
.
lS 3370: 1965
General requirements
18.
Part 1 : 2009
Reinforced corErete srucurres
Part 2 : 20Og
Prestressed concrete structures
Pad 3 | 1967
Des8n !ables
Part 4 : 1967
Code
of praclice lor control of sedinent
lS 6518 : 1972
Cdteria
for deson of anchor block
in
for
penstocks wih erpansionsjoints (first revisbn)
19
lS 5330:'1984
Recommendatbns for watershed management
relaling !o soil conservation.
20_
lS 6748 : 1973
Agronomic aspecb
Code of pracUce for srucuraldesrgn oftanks,
Part 1 : 1973
Suspended sediment load samplers.
21.
lS 7357 : 1974
Scop€ type b€d ma!6ri.l samplers.
22.
lS 3913:1966
M€lhods
for measurerng of
suspended
sedknent in open channels,
23.
lS 3917:1966
24.
lS
Ready
4890: 1968
- mi)€d
concrete (firstrevision)
25.
lS
4926: 1979
Code of practice for watar supply and drainage
high sltitJdes and or sub-zero temperate
resions (tirst revisbn).
26.
lS
6295: 1986
Code
/
of
practrce
for design of
tunnels
convoying water.
21.
Generaloesign,
I lS 4880
Geometric desrgn (fist revision)
Part 1 : 1975
Hydraulic design (first revision)
Pan2t1976
Structural deslgn ofconcrete lining in rock.
Pan3:1976
Suuctural desrgn
Pan 4 : 1971
111
of concree lining in eft
i
Pan 5 : 1972
Melhods for finng the capacities of reservoirs.
28
Pan6:1971
General Requirements
ts 5477
Dead storage
Pan 'l : 1 969
Live siorage
:
Flood storage
Pan 2 : 1969
29
Pan 3 :1969
Code ofpmctace forprovision and maintenance
of water supply for fire fighling.
Pan 4 :197'l
Code of practice for cathodic protection for
?
lS 9668 : 1980
General principles
Undergmund pipelines
30
ts 8062
Code of pracfce for coating and wrapping of
underground steel pipelines.
Part 1 : 1976
Part 2 : 1976
31
lS 10221 :1982
32
lS 12'183:1987
2\
Pipe And Pipe Lavino
Code of p€clice for plumbinq in multistoried
buildings Pa( 1 Water Supply.
l
:
Crst lron
1.
lS 1536: 1976
2_
lS 1537 : 1976
gas and sewage (first revision)
3.
lS 1s38 (Parts 1 to 24)
Cast hon fitrings for pressure pipes for waier,
gas and sewage (second revsion)
Cenrifu96lly cast (spun) iron pressure pipes for
water, gas and sewage (second revision)
Vertically cEst iron pressure pipes for water,
General requirements
l
l
:
:
Pan 1 :1976
Sp€cific requirements for sockers and spigors
Part 2 :1976
P6rt 3 : '1976
Pan4:1976
ofpipes
Specific requirements lor sockets and finings
l
Specific requirements for flanges or pipes and
fittings
:
Speciia requkements for raised llsnges
Part 5 :1976
Specific requirements
for
standarcl flange
drllllno of llanoed DiDes and fitrlnos
:
'17?
:
:
Part 6 1976
Sp€cillc requkements for flanged sockets
PanT 1976
Speci,ic requlrements for flanged spigots
Part 8 1976
Specific requirem€nts for double socket bends
Pan 9 1976
Speciflc requiremenb fordouble socket bends
Specillc requirements forTEEs and socke6
Part 10 : 1976
Specilic requarements for double sockets tee
wilh flanged branch
Pan '11 :1976
Specific requirements for crosses, all sockets
Pa( 12 : l976
Specific requirements for double socket tapers
Pan 13 : '1976
(rhird revisbn)
Specaflc requiremen6 for
Pan 14 : 1976
Specarrc
crps
requireTents for plugs
Speci,ic requiremenB for t€ll mouth pipes
Pan 15 : 1976
Spec
r
requremenE lor double flanged bends
Pan 16: 1976
Specafic requirements for allflanged tees
Part 17 : 1976
Specillc requirements for 3ll flangecl crosses
a
Part 18 :'1976
Specific requiremenlsfor double flanged taper
Pan 19 : '1976
Specific requirements for sPlit puddle or body
fltng6t
Prn 20 : 1976
Sp€clllc requh6m6n6 for blEnk flanges
Pan 21 :1976
Sp€cific requkemenB for
all nanged tees
Pan22t1916
SpecitE €qulremenE for
all flanged
Part 23 : 1976
Code of practce for layrng of cast iron Pipes
tees
(third revlsion)
Pan 24 : 1984
Caulking lead (third revision)
lS 1879:1975
Part 1 to 10
Centrifu gally ca st (spun) iron pressure phes for
waler, gas and sewage (first revision)
6.
lS 3114 : 1985
Horizontally cast iron double flanged pipes for
water, gas and sewage (fkst revisaon)
6.
lS 782 : 1978
Centrifugally cast (spun) ductile iron pressure
pipes for waler, gasand sewage
7.
lS 6163 : 1974
Duct e iron fiuings for pressure piPes for water'
173
:
Melhods or sampling cast iron pipes and
lS 7181 :1986
:
tittings
Recommendations for cement monar lining
cast iron, mild steel and ductle iron pip€s and
fittings for transponelon of water.
lS 8323:1977
lS 9523 : 1980
.1
Code of practice lorldying of ductiE non pipes
:
lS 11606 r'1986
Concrete pipes
lS 11906: 1986
(witr and
witholt
reinforcements) (second revbion)
Pre-sressed concrete pipes (including ffiings)
(first revisbn)
lS 12288 r 1987
Steel cylinder reinforced concrete pipes
Methods
of tesr for
concrete pipes (trst
lS 458: 1971
Code of practice for layang of concrere pipes
(,kst revisbn)
IS 784 :1978
Concrete porous pipes for under drshage
a
1916 : 1963
Asbestos cement prresslre pipes (second
3597:1985
revision)
lS 783 :1985
Code of practice for laying of asbesios cement
pressure pipes
Cast iron spechls for asbestos cement
pressure pipes for water, gas and sewage (tirst
lS 4350: 1967
Asbcsros C€m€nt
PiFs
lS 1592 : 1980
:
:
Asbestos cement pressure pipes (tighr d!ty)
N,4ild
steel tubes, tubutar and orher wrought
steelfittings.
Mild Steel rubes (fourth revision)
l
l
ts 9627
Mild Steel trbLrlar and other Mought ste€t pipe
,lttings (flkd revision)
.t
Ilfild Steel Tubes.id Pip.s
Line Pipe
:
ts 1239
Elecrically welded steel pipes for water, gas
and sewage (150 ro 2000 mm nominat srze)
Pan 'l :1979
(first revisk n)
Steel tubes used for water@lls (ft6rrevis
:
a
an 2 : 1982
I Elliptical mild sieel tubes
25
1982
I lS 1978 : 1982
26
| lS 3589:1981
27
| rS 4270 :
29.
I lS 4516:1968
29
I lS 5504 : 1969
30.
I rs 5822 : 1986
3l.
L
l97a
lI lS 4711 : 1974
32.
I rS 4736: 1986
33.
34
35.
1983
| Sprarwelded pip€s
Code
37.
steel
Merhod for sampling of steel pipes, tubes and
I fiuings (rr$ revision)
Hot'dip zinc coatings on mild steel tubes (first
Seamless and u/elded steel pipes for sub zero
temperature services
Steel pipes tor hydraulic purpose
I
fhrn welded flenble quick couPling pipes
Low destiny polyethylene pipes for potable
water supplies (second revision)
I
I
rS
62€6:
I tS 6631 :
1971
1972
11S11722:1968
I High density polyehylene phes
I lS 3076 :
I lS 4984 :
lor
| (hird revrsion)
lL,nplasticized PVC pipes
lor poEble
wsGr
supplies (second revisbn)
UPVC ribbed and casing pFes tor potable
1985
| water s'rpply
1987
Code. of p€clice for pla$rc pipe work for
| potabb water supplies.
Ciloice of materials and
38.
I lS 4985: '1988
39.
llI
40.
tllS zO:.r
I'
I
tS
polable
I water supplps, sewage and indusuial emuents
Pbdrc H0!.
36.
of practce for laying of welded
pipes for waler supply (fisl revisbn)
tZAle:
tSeS
P6(1:1975
general
(PE) prPes.
I Laying and Jointing polyeihylene
I
Layng and Joinling oI unplastozed
'I lnjection molded PVc fittngs with solvent
I cementiohts lor water supplies.
I
lCeneralrequkemenls
Specmc requirements of45 clegree elbows
Pan2:1975
I
Pan 3 :
1975
PVC
o''"''
Specific requirements tor 900 elbows
I
| Specific requirements ror
9OO
te€s
Soecitrc requirements for 450 tees
'175
a
41.
ts 7834
:
Specillc requirements for sockets
Pan
'l
1975
at
Specific requiremenb for unions
,\
Pan2 1975
Speci,lc requirements for caps
Part 3 1975
lnjection moulded HDPE fittings for potable
1975
Generar requirements
Part 5 1S75
Specilic requiremenrs for 90O bends
Pan 6 1975
Specinc requirements for 900 tees
PanT 1975
Partg 1975
'
I
I Specinc requiremenb for reducers
Specific requirements for ferrule
42.
ts 8008
Specific requirements for pipe ends
Pan
1976
1
Paft2 1976
Specific requirements for sandwich flange
Fabicated high density polyethylene (HDPE)
fittings for potable water supplies
:
Part 3 1976
General requirements
1976
Specitic requiremenG ror 900 tees
Pan 5
1
1976
Specific requiremen6 for 900 bends
Part 6 1976
Fabricated PVC fittings
Pan
43.
I tS 8360
Panl
44.
1976
7
for potable
water
supplies
:
Genemlrequirements
:
Specific requirements for sockets (first revision)
11977
Pan2.1977
Specific requirements for straighr reducers (firsr
.evision)
a
Part 3 : 1977
Specilc requirements forcaps (flsr revision)
1
I tS 10't 24
'ts88
Pan2 1988
Specific requkements for equal tees
(firsr
:
Specific requirements for nanged in io pieces
with merallic flanges (rirst revision)
Speclfic requirements for threaded adapiors
(flrst revlslon)
Pan 3
1988
:
Specific requnements for 90 degree bends
(first revision)
Part4 1988
Specdic requirements for 60 degree bends
116
l
Part
5:
1988
6:
1988
Specific requirements for 45 degree bends
(first revision)
Pan
Specinc requiremenE ror 30 degree b€nds
(first revisbn)
Part 7 : 1 988
Part 8 : 1 988
Pan
I
: 1 988
Pan 10 : 1988
1
fo.
22:
reduiremems lor
11:
Specilic requirements
I
degree bends
(rirst revisbn)
Sbe'lc
1
deoree bends
4-
(first revision)
Part 11 : 1988
Pan 12 r 1988
45.
Pan 13 : 1988
lS 12231 :1988
46_
rs 12235
Melhods oI test lor unplasticized PVC pipes for
potable waler supplies.
Part 1 : 1986
Methods for measurement ofoutside diameter.
U PVC pipes ror use in sucion and delivery of
agricultllre pump.
Ivleasuremenls of wall thickness
Part 2 : 1986
Testforopacity
Part 3 : 1986
Pan 4 :1986
Delermining lhe det imentaleffect on the
composition of water
Pan 5 : 1986
Sress relief test
Pan6:'1986
Test tor resisLance orsuFhuric acid
Part 7 : 1 986
Part
Part
I
I
: 1 986
: 1 986
lnternal hydrosiatic pressure test
lmpact strenglh test
I\rethod for determination oforganizing as
Part 10 : 1986
Part 11 :1986
E)GacLability of cadmium and mercury
occurring as impurNes
Soecification for olass fiber reinforced plastic
177
:
47.
lS 12709 : 1989
(liRP)
DIOeS
lltrscollrr€ol,. Pirct
48
lS 1545: 1982
49
lS 40,{ : I 993
for W8ter SUDOIVAnd SeWerAOe.
Soild dr6wn copper alloy tubes tor condensers
End heat e)changer (second revision)
:
For other |han chemlcalpurpose (s€cond
Pan 1 : 1993
:
,\
revision)
For chemical purpose (second revision)
Pan 2 :1979
50
lS '11906 : 1986
3)
W.te. Filtino3
Recommendalions for cement
-
mortar linino
for cast iron, mild steel and ductile iron pipes
and fittinos for ransoortation of water.
:
Tap6
Cast copper 6lloy screw d€wn bl(l taps and
stop valves lor water seNices (hird revisbn)
1.
lS 781 : 1984
2.
lS 1700: l9?3
3.
15
4.
lS 1795 : 1982
5.
IS
6
IS 8934 : 1978
7.
lS 9763 : 1981
Plastic bid taps and stop valves (rising spindle)
for cold w6ter seNices.
lS 779 :1978
WaErmeters (domesric type) (finh revision)
I
Orinkang foundations (Urst revision)
1711 : '1984
Selt
-
closing iaps for waler supply puQose
(second revision)
Pillar taps for use wth fi[ings for waler
4346:1982
services (s€cond revision)
Washers for use with fittings lor water services
(firsl revision)
Cast copper alloy fancy pitlar taps lor water
:
Water meter boxes (domestic type) (fast
s.
lS 2104 : 1981
10
lS 2373 : 1981
1
WsErmebr (bulk type) (third revision)
11
lS 2401 :1973
Cod6 of pracilc€ lor selgcilon, lnstallstlon 6nd
mllnlonanco of domestlc water mebrc (flrst
revlslon)
lvlethod
for perfomance testrng of
water
12
lS 6784 : 1S84
meters ldomestic tvoe) (tirst revision)
13.
lS 780: 1984
Sluice valves for water works purpose (50 lo
:
300 mm size) (sixth revision)
lS 2906 : 1984
Sluice valves lor w.ter works ouroose (350 ro
'178
a
1200 mm size) (rhird revisbn)
15
lS 2685 : 1971
Code of praclice for seleclion, installalon and
maintenance of sluice valves (llrst revision)
Single taced sluice gates (200 to 1200 mm
16
lS 3042 : 1965
11
lS 3950: 1979
size)
Surface bo)es for sluice valves (first revision)
't8
't9
Copper alloy gale, globe and check valves for
water worlG purpos€ (founh revision)
lS 778: 1984
lS
l70l
Mixjng valves for ablulonary and domestic
:'1960
Ball valves (honzonLal plunger tyPe) including
floats for wsler supply purpose
20
lS l703:1977
(s€cond
revision)
Fmt valves for water works putposes (second
revision)
21
lS
4838: 1986
Slngle door patt6m (rist revBlon)
22
a
lS 5312 r 1984
Slngla door p6uom (ffst revlslon)
Pan 1 :1984
23
Pa( 2 : 1986
Cast iron screw down slop valves and stop and
lS 9338 : 1984
revisbn)
check valves for water u/orks purpose (fist
Pressure reducing valves for domestic waler
24
lS S739 : '198'l
Equillbrium plastic float v6lve for cold water
25
lS 12234:1388
Miscellsrrous Fittings
26
lS 2692 : 1978
Ferrules for water servrces (firsl revision)
27
lS 3004 ; 1979
Plug cocks for warcr supply purpose (frst
2a
lS 9762 : r981
Polyehylene floats for ball valves
29
lS 10446: 1S83
Glossary of terms relating to water supply and
4)
Tubowclls Puhos and Prim6
ll/lovers Glossa
1.
lS 9439 : 1980
Glossary of terms used in water well drilling
technology
2_
lS
2800: 1979
Code of practice for consrucrion and tesung of
17S
3.
4.
Pat 1 : 1991
Construction (llrst revision)
Pan:1979
Testing first revision)
lS 11189 : 1985
lS 11632 : '1986
Methods for tube-well development
Code of Dractice lor rehabilitation ofUbewell
1
Tubew.ll Compon€nts
:
lS 40S7 : 1967
Gravelforuse as pack in Mbewells
6.
lS 4270; 1983
Steel tubes used for water welrs (first revisbn)
7.
lS 8110 : 1983
Well screens and slotted pipes (first revision)
:
Genslal Equlrements for rcverce chculauon
^
Drilling EquiprmnE, Accessories
.rtd Melhorls
8.
lS 7156 | 1974
drllllng rlgs
s.
lS 7206: 1974
Geneml requirementslor st sight rotary drllllng
rigs
10.
lS 7209: i974
11.
lS 8986: 1978
12.
lS 9026: 1978
General requircments for blast hold drillmg rigs
Dinensions for drill steel
in bar from
for
percussive drilling
Rope tlreaded percussive long hole drilling
:
Keeleys for direct rolary drilling
13.
lS 11180 : 1985
14.
lS 11312 : 1986
External upset drill pipe assemblies for use in
,t
Scre\/ed onjoants drill pipe size
Part 1 : '1986
15.
lS 11672:'1986
't6.
lS 11830 : 1986
11.
lS 11830:1986
18.
lS 12097 : 1987
19.
lS 12194:198?
Tungsten carbide buttons and insec6 of use in
down the hole (DTH) bits
Code of praclice for selection and design of
General requirements
for down lhe
a
hole
hammer rigs for waler wells
Classiflcadon and selecti,on of drilling ngs for
Dimensions for rock roller bits and blade drag
bits for rock drillino eooiomeni
Pumps an.t Related Sbndrrds
20.
22.
lS 8035 : 1S76
Shallowwellhand pumps
lS 9301 : 1994
Deep well hand punps (second revl3lon)
lS
1 'l
004 : 1985
Code
180
of
oractice
for
installaiion and
:
malnlenance of d€ep well band PumPs
lnstallatbn
Pan 2
Oul€r Pumps
23
lS 1520
:
1980
Horizonlal centrifugEl pumps for cle€r, cold,
fresh water (second revasion)
24
lS'1710: 1972
Vertical turbine pumps for clear, cold, fresh
water
25
lS 6595 : 1980
(firi revisbn)
lor clear, cold,
ifugal puposes (rrst
Horizonlal cenir ug6l pumps
fresh water for
cent
revision)
Submersible pump sels for clear, cold, fresh
26
lS 8034 : 1976
27
lS
8418: 1977
Horizonta I cenulugal self prin hg pumps
28
lS
8472: 1977
Regenerative self prining pumps
29
lS 9079; 1979
Monoset pumps for clear, cold, fresh water lor
agriculturalPurPoses
30
lS 9137:1978
Code for acceptance iest for cenuifugal mi)€d
flow and axjalpumps - Class C
31
15
9542 | 1980
Horizonbl cenrilugal monosel pumPs foa cold,
32
rs 9694
for
clear.
Code ol practice for selection, instalauon,
operation and maintenance for hodzonlal
cenrlfugal pumps for agdculural applicaijons.
Pan 'l :1980
Selection
lnstallatbn
Pan 2 :198O
Operation
Psn 3 :198O
Pan 4 :1980
Methods of sampling pumps
33
lS 10572: 1983
34
lS 10804 : 1986
agriculurral purposes
lS 10805 : 1986
Foot valves, reflux valves or non reurn valves
and bore valves to be used in suction lines of
agricultural pumping systems (farst revision)
35
36
lS 10981 :1983
Recommendatron pumping systems for
(f irs!
revision)
Code for scceplsnce test for cPnrifugal mi)cd
flowand axlalpumps - Class B
Testno set uD for aoricultural pumps
181
31
lS 11346:1985
Technical requfements for
jet,
cenriiugal
pump colnbination
38
lS 12225 | 1981
Technical requirements
lor roio dynamic
specialpurpose pumps
39
lS 5120: 1977
:
Prime llbvers
40.
lS 325 : 1978
Three phase induction motors
41.
lS 90O:1965
Code
of
practice
for
lnstallation and
maintenance of inductaon motors
42.
lS 996 : 1979
Single phase small A.C. and universal ereclriq
43.
lS 4029 : 1967
Guide for tening three phase inductlon mobrs
44.
lS 7538:1975
Three phase squi.rel cage induction motors for
cenirifugal pumps for agricultural application
Valves of performance characteristics for
phase induclion motors
45.
lhee
lS 8789 : 1978
I\4otors for submersible pump sets
46.
lS 9283 : 197S
Peformance requirement for constant sp€ed
compression ignnion (diesel) enghes for
47.
lS 10001 : 1S81
general purposes (up to 20 Kw)
1
Performance requirements for constant speed
48.
lS '11170 : 19a5
compression ignnion (diesel) engines for
agricultural purposes (up to 20 Kw)
Engine monoset pumps for clear, cold, fresh
water for agicultural purposes
49
lS 1]501 :1986
Code of practice for installation, operation and
maintenance oI hydraulic rams
50
IS 10808 : 1984
Hydraulic mms
51.
lS 1 0809 : 1984
Test code for hydraulic rams
52.
Test code for hvdmulic rams
5'
Water Oualitv
1.
lS 258 : 1967
Potash ash (first revision)
2.
lS 259:
Aluminium alum tirst revision)
3.
15
4.
lS 299 : 1980
Aluminium ferric (third revision)
5.
IS 646 :1986
Liquid chlorine (second revlsbn)
6.
lS 1065 : 1971
1
969
260: 1969
Aluminium sulphate
Bleachino Do\ /de.. stable
142
i
lS 1622: 1981
Methods
of
sampling and microblologic.l
e)€mination of water (lirst revision)
8.
I lS 3025 : 1964
Methods
of sampling and test (physical
and
chemical) for water and waste water
Pan 2 :1987
Sampling (filst revbbn)
Precisaon and accuracy
Pan 3 i 1983
Colour
Part 4 r 1983
Odour (first revision)
Pad 1 | 1 986
(f irst
revision)
Pan
5:
1983
Odour rhreshod (first revasion)
Pan
6:
1984
Test lhreshold (llrst revlslon)
P6( 7 : 1984
Test ratng (llrst revision)
Pad
8:
1984
Temperature (tirst revision)
Pan
9:
1984
Turbidity
Pa(
1O
: 1983
pH value (rirst revision)
(f irst
revision)
Pan 11 : 1983
Density (f irst revision)
Pan 12 : 1983
Saturaton index (with respect
!o
calcaum
carbonate) (first revision)
Pan 13:1984
Specific conductance (wheat
conductance cell) (frst revisbn)
Pan 14 : '1984
-
slone bridge
Total reskjue (ioial dissolved solids) (f.st
revision)
P6n 15 : 1984
Fllrersble residue (total dissolved sollds) (rlst
Pan 16 : 1984
Non tilrerable residue (rotal dissolved sollds)
Pan 17 : 1984
Volatile and fixed residue (total lilterable and
non filterable) (first revision)
'
Pan 18 : 1984
Settiable mauer (first revision)
Part 19 : 1984
Dispersion characle stics (now patterns) (first
Pan 20 : 1983
Toral hardness
Pan 2'l : 1986
Part 22 : 1985
Acidity (f irst revision)
Alkalinily (f irst revision)
I Pan 23 : 19E6
24 :1985
(f irst
revision)
Sulphate
Chlonne demand (li6l revbio
r83
:
Pan25:1986
Chlorine, residual (first revisbn)
Pan 26 : 1986
Cyanide (first revision)
Pan 27 : 1986
Sulphaie (first revision)
Parl28 : 1986
Sulphate (fnsi revision)
Part 29 : 1988
Bromide
Pan 30: 1988
Phosphorous
Part 31 :1988
Chloride
a
^
P6rt 32 :1988
Pan 33 : 1988
Nhrogen
Part 34 : 1 988
Silica
Pan 35 : 1988
Ozone residual
Pan 36 : 1988
Part 37 : 1989
Dissolved Oxygen
Pan 38 : 1989
O
Part 39 : 1991
Calcium
Pan 40 : 1992
Cadmium
Pan 41 r 1992
Copper
P
1
and Greece
:
an 42 't '1992
Part 43 : 1 993
B,O.D.
Pan 44 : 1993
Sodium and Potl,asium
a
Part 45 : 1994
Pan 46 ! 1994
L€ad
Part 47 : 1994
L
lS 9825: 1981
Chlorine tablets
10.
lS 10500: 1991
i/leasurement Of Ftuid Flow
Drinkinq water standads
c)
1.
lS 1191 :1971
Glossary
of terms and
slirnbols used in
connection with the measurement oI liquid flow
with a free surface (first revision)
lS 1192: 1981
Velocfty ares mehods for measurement of flow
otwater in open channels
184
a
a
:
ls 1194 1960
Foms for lecording measurernent of flow of
water in open channels
ts 2912 ':964
lhuil flow measuremen!
open channels by slope a.ea mebod
Recommenclations for
in
(appronmate me,lod) (Anendment No. 1)
rs 2913
1964
ls 2914 1964
Recommendadon for determinadon of flow in
tidal channels
Recommendalion for esthralbn of dascharge
by establishing stage - discharg€ rel6tion in
open channels. (Arnendm6nt No.l)
lnst uctions
for collecton of daia for the
of lhe flow by velocity a.ea
determiia$on,
ts 2915 1964
Recommendalion for estimation
liquirs in closecl conduits
ts 2951
1965
for llow of
Head loss in straght pipes due !o friction
Pan 1 : 1965
Head loss in valves and littings
Pan2:1965
Recommendation fo( methods of measurement
of lquid flow by means of oritice plates and
s.
lS 2952: 1964
nozzles
lncdnpressble fluids
'to
Pan 1 : 1954
Compresslbl€ fluUs
Pan 2 : 1975
Sp€cificarbn for cuEent meters (cup type) lor
water flow measurement (Anendnent No.1 )
lS 3910: 1966
Specificalbn for surface floats
SpecifEatbn
foa souncling
rods
1',I.
lS 3911 : 1966
12.
lS 3912 : 1966
Code of practice for use of current meEr (cup
type) for waEr flow measurement
13.
lS 3918 : 1966
Specificatbn for fish weights
14.
lS 4073 : 1967
Specificatbn for verucal slaff gauges
Methods
15.
of
measurement
lS 4080: 1967
me6ns of @ntrd metersl
ts 4477
Liquids
of nuid flow
by
Compressible fluids
Part 1 : 1967
Speci,lcation f or velocity rods
Pan 2 :'1975
17
lS 4858: 1968
Recommendaton for liquil llow measurement
crEnmls bv wires and flumes - Weirs
185
crest widu tor free discnarge
o'ii-rnne
lS 6059:'1971
in
Methods oI measurement of flow of water
flume lal
;pen channels using sianding wa\€
Methods of measurement of flow of water
flume
open channelusing $anding wave
Specilication
for
in
sounding and suspension
ilIi."na"tio. lol liquid flow measuremenl
by weirs and flumes - end
."""
"n".*lt lor estimEtion of llow rn
'"
i..i', mettroO
,"i""sri". "n-*t'. wrh a rree ove'arr
(aPpro-nmately method)
rs 6063
ts 6064
ts 6330
of analysis of conceni'allon panicle
Methods
-olJ"r".i
.',"
and specirrc sravitv
sedinent ir
or
sreams and cannels
Liquid flow measuremenl
in open
channels
usinq lhE plaie weirs
fluid
Method for estimation of incompressible
flow in closed conduicts by bend meters
ts 9108
recorder (float
Specilication loe water sbge
tYPe)
rs 9115
Re,commendaton for liquid flow measurement
.t'"n*rt bv weirs and flumes - end
i.-""ii
aeoii meuoo lor
ts
9'1'16
rs 9117
es$mat'on
i.fi-sr'r. "n**tt
(approximarc method)
Method
for
with
measurement
ol flow in
non
6 free over all
of
pressure by
means of manometer
s
Method for flow e$imation by jet characteristic
(approximate method)
steady
Diluton l/lelhods for measuremenl of
ls 9118
nowconsEnl rate injecton method
lor measurnq
Guide for selection of method
ts 9119
flow in oPen channels
ts 9163
Pan
1
ts 9922
ol
water for low and medium
lS 1680 : 1982
Trearnent
lS 1813 : 1961
Tr€a$nentol wal6r for mrrln€ bollors
pressure in land boilers
1
3.
4.
lS 2859 : '1977
lS 3328 i 1965
Trealrnent of water for locomotive boilers
Quality tolerances for swinmiE pool
5.
lS 4343:1983
Treatment of water for high pressure boiler
6.
lS 7090: 1985
Guidelanes for raprd mixing devices
1_
lS 7208:'1992
Guadelines for flocculalor devices
8.
lS
Requarement
for rapid graviy
Pan 1 :1984
Filraton media
-
Pan 2 :1984
Uncler drainage systems
rs 10037
Req
Pan 'l :
Sludge dryang beds including sand, gravel,
underdrahs
8419: 1984
'1981
u
filtralbn
s6nd 6nd gravel
irement for sludge dewatering equipment
Vacuum ,lluation equipment
for
dewaterhg
Pan 2 : 1983
sludge
P.n 3 | 1983
Conrrugrl 6qulpm€nt (solld bowl rype)
10
lS 10261 :1982
R€qulrelnents
setllng lank (clariller
equlpment) for waste waier uealment plant
t'1
lS 10313:1982
equipmen0 for water treat nentplant
12
ts 't0553
of
Requlremenls
Pan
I
: 1983
of
setding tank
(clarifler
Requkemenrs for chlorinatjon equipment
Gen€ral guidelines lor chlonnalon planls
including hardling. storage and salety ol
chlorine cylinders and drums
Pan 2 :1983
Vacudm feed type chlorinators
Pan 4 :1983
Gravaty feed
Part 5 :1987
Bleaching powder solution feeder displacemenl
13
lS 12742:1S89
Water for drhking purpos€s, gude Io'
14
lS 8OO:
15
SP6 (1):1964
tlpe gaseous chlorinators
def ludid6Uon (ctEmical lrearnent method)
19821
Code
of
practice for general conslructbn in
lsl Hand Book for srucural
eng ineers
Structural steel sech
16
SP6(2):1962
St6el Beams & Pl6te garders
11
SP6(3) :1962
Steel Columns & Struts
18
SP6(6):1972
Application of plastic fieory in design of steel
187
I
ts
rlesion and Consrucrion oI
'1904
loundatons
(3' reviston)
sene;al requi.ements
telating to sol
Gbssary of terms and symbols
ls 2809
engineering
Safety code for e)cavaljon work
ts 3764
walts (2d
Sructural safety of Building Masonry
ts 1905
ts 1597
Rubble stone mal,onry
rs 1967
ts 2212
ts
254',1
rs 58t
7
ts 8041
ts 8043
ls 12600
ls 12330
ls 6909
rs 6542
lS 455 :1989
BrickWork
Preparation and use of lime concrete
pozzolana mlxture
PraDaration and use ol lime
con;r€te h bulElng3 and road3
Rapid hardenlng Poruand cement
Hydro Pholic cement
:
Low heat Portland cement
Sulphate resisting Pordand cement
super sulphate cement
High alumha cement
Pornand slag cemeni
Fly ash Grade
-
1
cm,na qenele!4lg!ej4-:!9!..1E8c!!99
ts 13311
'13311
10262
lJltra sonrc Pulse velocitY lesl
(non desiructNe tesung of concretej
Rebound HammerTest
proponionin!
Guide lines for concrete mix
(draft)
concrete
Methods of tests for aggregate for
383:1
ts 9'103
ls 1199
SDecifEations for course and fine
rrom Nalural Sources lor Concrete
Sp€cificatbns [or adm ixtu€s for
aggregale
concrete '
Me$ods of sampling and analysb of concrete
:
8.
lS 516: 1959
Methods
rs 10262
Mix propo(bning of plain ard race husk ash
oa
Ests for suength of concrete
concrete (draf0
23 :1982
-
10.
SP
't
lS 4031 :
1.
Stral
Hand Book on Concrete Mix Design
Pen-
5
Test Blocks lor lnidalseclno time test OPC
- Rcinlo.conont B.13
-
'l
1.
lS 432 : Psn
2.
ls 1786
High strenglh defomed sieel bars (HYSD)
3.
4.
ts 1566
rs 2062
Hand drawn steel wie fabric
Srructural steel cenlrifugal to Grade A
lS 456: 20OO
Code
6.
lS 1893 : 2002
-
Pan-1
Pan
-
2 (Drafo
7.
ts 875
L
lS 875 r 1987
Pan - 5
9.
P.n - 3 (Orar0
lS 13920 : 1993
Mild steeland medium tensile steel
of
Crneria
practae for plah and reinforced
for
Earihquake Resistant Design of
Srructure
General Provisions & Buildings
Liquid Relainhg Tanks, Ebvated
&
Ground
Code of pracrice for design loads (Other than
6a(hquake) for Buildings & Slructures Whd
Code of prac ce for design loads (Other than
earthquake) for Bualdangs & Structures Wind
Loads
of prac$ce lor DucUle derailing o
reinforced concrete structures subjected !o
Code
seismic forces,
10.
lS 3370: 1965
Code of practice for concrete sEucurre lor the
Pan-1&2
Part-3&4:1967
storage of liqui{rs.
11.
lS 11682:1985
Criterh for RCC Staging for Overhead WaEr
12.
lS r1089:1984
Code ol practce for Deson & Construction of
i3.
lS 1080 : 1985
Code of pracdce ror Design & Construction of
14.
ls 2911 :1988
Code of practice for Design & Consiruction of
IS 1786 : 1985
Specinca on for High Strength Deformed Bars
& Wires for Concrete Reinforcement
IS 1139 : 1966
Specilication for Hot rolled Mild Steel Medium
Steels & High Srrenglh Deformed bars for
15.
'16.
Rhg FoundaUon
Sh5llow Foundati,on in Soil
Concrete Reinforcement
189
a
l
^
Criteria for structural desion of Wator Treatnent plant ( conuGntional).
(1)
Concrete mix. M25 ( 25 N/mm2 characteristic strength at 28 days of
15 cm x'15 cm x 15 cm cube.
(2\
Fe - 41 5 grade Reinforcing bars
TMT ( Thermomechan
ical ly treated
)
bars
or HCR (High Corrosion Resistance) Rebars.
(3)
PCC leveling course 100 mm thick M-10.
1,0 lnlet chamber or stilling
-
l.l
chamber.
Vertical wall
1.2 Bottom / Floor slab
1.3 Channel between
lnlet Chamber & Flash Mixer
1.4 Parshall
2.0
Flash
-
flume-
-
RCC
Min. thickness 150 mm.
Min. thickness 150mm.
Min thickness 100 mm
Min thickness 100 mm.
Mixer.
RCC
Min thickness 150 mm
Min thickness 150 mm.
Constant Dosing chamber ofadequate Size
2.1 Vertical wall2.2 Bottom / Ftoor slab-
2.3
3,0 Clariflocculator.
3,1 Central hollow column
RCC
Min wallthickness 200 mm.
With ring beam at top 6f openings.
3.2 Flocculator wall (Partition wall)- Min thickness 150 mm.
3.3 Clarifier oute. wall
Min, thickness I50 mm .
3.4 Launder
Min thickness 100 mm.
3.5 Channel -Clariflocculator to filter inlet channel
-Min thackness '100 mm
3.6 Floor
- Min thickness 200 mm.
MS
Bridg
Wt.
Without
Kg/m
3.7
3.8 lnlet pipe to Clariflocculator and washout pipe to be embedded in Ml50
concrete.
3.9 Walkway with
Min.width 1000mm
3.10 Precast blocks covering channel Min . thickness 75 mm
Max gap 100 mm
3.11 MS ladders / stairs or RC stairs shall be provided to climb up/reach
top ofall units from GL lndependently.
-
slab
-
-
scrap€r
railing
4.0
Rapid sand Filter.
RCC
190
-
Min .thickness 150 mm.
Min .thickness 150 mm.
Min. thickness 100 mm.
lvlin Width 1000mm
4.4 Filter gallery slab -for operation of valves etc. Min. th. 150 mm
4.5 Filter lnlet channelMin thickness 100 mm.
4.6 Filter clear water channel Min, thickness 100 mm.
4.7 Pipe gallery clear width
Min. width- 2500 mm
4.8 Headroom of pipe gallery cover slab above
Filtered water channel/inspection chambers- Min. 2200 mm
this slab width should be min 2500mm to accommodate
Filter Vertical wall
4.2 Filter Floor slab 4.3 Walkway /plant form 4.1
1
operating valves.
-
Min. thickness 100mm
4,10 Sluice gates/valves size as per design confirming to relevant lS
4,9 Troughs/gullet
5.0 Chemical House And Filter house
5.1
Column size-
5.2 Staircase - Width
Rise
Tread GF
Height
-
FF
Min. 300 mm x 300 mm
Or having equivalent area
- Min. 1000 mm
- Max 150 mm.
Min. 300 mm
Min. 3500 mm (clear)
Floor
&
Plinth
Min. 600 mm.
(
Brick wall outer )
Min. thickness 230 mm.
Min. thickness 130 mm.
Roof slab lf wash water tank is placed above chemica I house then 200 mm.
5.7 Floor slab
l\ilin. thickness 150 mm.
5.8 Chlorine storage room- Floor height- Min.6000 mm
door size should be such that truck can be taken inside for
unloading the tonners/chlorine cylinders
Min. height 750 mm
5.9 Parapet wall
Approx.25o/o
5.10 Door window openings
with sizes as per std . practice/ as per site conditions
5,11Provision of adequate rain water drain pipes up to GL form terrace
5.3
5.4
5.5
5.6
6.0
Wash water tank
RCC
6.1 Venical wall Min. thickness 150 mm.
6.2 Bottom / Floor slabMin. thickness 200 mm.
6.3 Roof slab. Mln. thlckness 130 mm.
6.4 Separate space should be provided for installation of pumps for
filling wash water tank in time as per design.
.
191
^
7.0
Clear water sump.
(lf included in WTP units) RCC
T.l Vertical wall7.2Bottom / floor slab
T.3Roof dome and if slab then
7.4 Clear water lnspection chambers or
-
7.5 Floor of chambers
-
8.0 Recirculation sump.
-
Min. thickness 150 mm
Min. thickness 150 mm.
Min. 100 mm
Min. thickness 120 mm.
any chamber etc
Min. thickness i00 mm
Min. thicknessl50 mm.
RCC
8.1 Vertical wall
Min. thickness 150 mm,
8.2 Bottom / floor slab
Min. thickness 150 mm.
8.3 Proper Drainage arrangement/pipeline shall be provided to drain
the sludge in to near by Nalla.
(Approved by 6/h Technical Scrutiny Conmittee Dt.29.06.2004)
-
192
1.
AERATOR:-
'1.1
Typ"
Circular Type cascade aerator.
1,2 Deslgn flow
as per datasheet
Cum/hr
1.3 Space Required
0.03 Sqn/Cunr/trr
1.4 No. ofsteps
4 to 5
2. INLET CHAMBER can be dropped if casecade
aerator is provided otherwise
it shall be first unit for stilling
water flow to WTP
2.1
'3.
3.1
Detention
time
60 Seconds
CHANNEL FROM AREATOR (Or inlet chamber) to
flash mixer :Design flow
Cum/hr
as per datasheet
. 3.2 Velocity
0.6 m/sec
3.3 Length
4.
4.1
4.2
to 15 rpter
FLASH MIXER:-
time
Design flow
40 Seconds
Detonation
Cum/trr
Ratio oftank height 1 :
to diameter
4.4
Velocity
4.5
Shaft
5.
'10
as per datasheet
'l to 3 :
gradient
1
300 Sec'l
speed
100 RPM
PIPE FROM FLASH MIXER TO
CLARIFLOCCULATOR :193
Any Type of pipe Except M.S.
5.1
Type of pipe
5.2
Design flow
Cum/hr
5.3
Velocity
6.
CLARIFLOCCULATOR :-
6.1
Central Shaft
as per datasheet
1.0 m/sec
Velocity of flow
0.8 m/sec
Flocculation Zone
6.2
Detention timd
30 minutes
6.3
Depth oftank
3.0 m minimum
6.4
Velocity of flow
0.2 to 0.4 m/sec
6.5
Total area of paddles
15 to 25 7o cross sectional
area of the bnks
6.6
Range of peripheral
velocity of blades
0.3 ro 0.4 r/sec
6.7
Velocity gradient
10 to 75 Sec-]
6.8
Range of G.T.
104
to
105
CLARIFIER ZONE
6.9
Out let velocity from
flocculator
6.10
Detention time
2.5 hours
6,1'l
Surface loading
35 Cum/Sqm/oay
0.2 to 0.3 rnlmin
6.12 Weir loading
300 Cum/Sqm/day
6.13
Depth of clarifier
3.5 m
6.14
Bottom slope
6.15 Tip velocity of
'l:10 to
1 :12
< 0.3 nr/min
scraper
194
sludge
6.16
Extra depth for
collection at partition wall
6.17
Scraper
velocity
20
o/o
One revolution in 60 minutes
NOTE:-
(1)
(2)
Settl'ng tank/clarifier should be capable of giving settled
water having turbidity not exceeding 20 NTU (monsoon
season) and preferably less than l0 NTU.
Circular clariflocculator maximum up
to
35m dia is to
reduce wind effect.
(3)
Sludge disposal line should be provided from the
clariflocculator to sludge chamber, the minimum size of
chamber should be (1m x 1m)
(4)
(5)
7.
I launder provided inside the clariflocculator, the area of
launder should be addsd in finding out final area of
clarlflocculator.
Plant larger than 1OO0 m3/hr capaclty provided two
clariflocculator to restrict the diameter maximum up to 35M,
FILTER
-
(Rapid sand filter)
1 .-l
Rate of filtration
6.0
7.2
Length width ratio of bid
1.2
7,3
Gravel bed
0.45m (Mlnimum)
7.4
Sand depth
0,70m (Minimum)
Filter bed Depth
3.3 to 3.5 meter with free board
195
-
Cuny'Sqm/hr
1.33 preferred
FilEr bed unit
,nits' &
fl"cno"o nuue t*ohave
area
Back wash rate
illnrl*z
of 10 minutes
each unit should
o"t*"en 2o Sg!-!9-39
(ooorpnvsq.)
a perlod
+s mYtrrlm2(;sorPm/sqm)
Air Scour rate
a
Period
of
ure of 0.35
5,
minutes
[
ffiffi ln wash water
main from ESR
snat o" designed-to
outt-a-ntet,
iileet, otrtt*
illllllllllllllet/Outletof f ilter
.11
7:11 .1
7
permit 100% overload
Tor
Under drain s)Etem
Ratio
of total area .ol
oiirl". to the
entire
filter area
1
.11.2
of total area
laterals to total area
Ratio
orifice
7.11.3
Ratio
of total area of
manifold
to total
area ot
(l
Not-more tnun-l trtrU
FilGEd water turbiditY
NTU maximum)
"
t
on
Minimum water depth
sand
ffifixi:,ul;fi
il'J:flTiil iln',:li ?- il:]j iil:l;,'';:.: Tf"*il *:l
tit",. fo, *.t"t .YpPlY lo "llt:^T
aruin t,orn oo,to*
#;;;,ioJ,
metr
(minimum)
I
tank should give
of tank,
8.
CHAMBER HOUSE :AND
BULDING
OFFICE
of filter Plant
Sqm as Per the caPacity
G.F. Area = 80 to 150
196
F.F. Area = 80 to 120 Sqm as per the capacity of
9.
filter plant
RECIRCULATION:It shall be generally avoided for below 20 MLD Capacity as it
increases in maintenance cost and permanently overload the
plants.
The above criteria for convention
all water treatment plant are
finalized, the same should be now adopted for all future
conventional water treatment plant. The criteria should not be
changed in the tender or. during pre-bid without prior
consultation of design circle.
The matter was discussed by experts in last many technical committees
about concept adopted and understood by various field engineers defining
Design flow in tender Data
This can be clear from following example
The water supply rate = 'R' L,P.C,D
Population projected after design period (say 30years)=P
Total daily water demand D= P * R liters/day
i.e. Total daily water demand = D liters/24 hours
For 22 hours working period of WTP for generating treated water
quantity (demand)
Hourly treatment capacity= Dl22 Litres /hour
Design flow oftreatment plant Q=D/22000 cum/hour
(This will include 2 4122= 1.09 i.e. 9% overloading indesignflow.)
All WTP units should be designed for hydraulic capacity using this
'Q'Flow in Cum./hour lt ls assumed filter backwashing wlll need 2 hours
in total.
lf there is more time is required in any specific large capacity plant or
there is interruption of power for WTP operation Generation period shall
be fixed by Field officers with due consideration.
100liters per capita per day
Water supply rate = R=
(LPCD)
Projoctod populatlon afler deslgn perlod.P-
DailyWater Demand= D=P"
100000
10000000liters
R=
24 hours water requirement(demand)=
197
roodo
cr.
100OO
Cum
lN 22 hours generating full day requkemert
daily generation rate=
Hourly capaciry
*
.
75t'.
Design flow of
10000/22 hours
=
454.5455 Cum./hour
WTP=
454 5455 Cum./hour
technical scrutiny committee minutes Dt.22.2.2007
(2) Cnemicat house area shall be decided according to plant capacity by
field Officer before during fixing data sheet of tender.
(2) 2 % for water quantity is lost by wasting due to desludging
of clarifloccu lator.
(3) 3 % for water quantity will be lost by backwashing of filter
beds. (If recirculation of this water is not included in WP and
directly wasted)
198
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