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TRANSCRIPT
Supplementary Agenda for 237th meeting of
Municipal Corporation Chandigarh
Date : 14.11.2016
Time : 12.00 Noon
Venue : Assembly Hall
Municipal Corporation New Deluxe Building, Sector -17E,
Chandigarh – 160017 1
MUNICIPAL CORPORATION CHANDIGARH (Agenda Branch)
No.MCC/Secy/SAA/2016/618 Dated: 12.11.2016
To All Councillors and ex-officio member (MP), Municipal Corporation, Chandigarh.
Subject : - Supplementary Agenda for 237th meeting of General House of the Corporation to be held on 14.11.2016 at 12.00 Noon.
Please find enclosed herewith supplementary agenda for 237th
meeting of the General House of the Corporation to be held on 14.11.2016 at 12.00 Noon in the Assembly Hall of the Municipal Corporation, Chandigarh for information.
You are, therefore, requested to attend the said meeting on the stipulated date and time.
Sd/-Secretary, Municipal Corporation, Chandigarh.
Endst. No.MCC/Secy/SAA/2016/619 Dated: 12.11.2016
A copy is forwarded to the following for information and necessary action:-1. Joint Commissioner-I 2. Joint Commissioner-II 3. Joint Commissioner-III 4. Chief Engineer 5. S.E.(B&R)/S.E.(P.H.) 6. C.A.O./Examiner 7. M.O.H./S.S.H 8. E.E.(Roads Division – I, II & III) 9. E.E.(Electrical / Horticulture Division/W&E) 10. E.E.(P.H. Division No.1,2,3 & 4) 11. O.S.D. II /S.D.O.(Buildings)/S.D.E.(HQ) 12. A.O.(P&PF)/Supdt.E-I 13. Law Officer/ A.P.R.O. 14. Computer Cell/Fire Branch 15. Estate Branch/Tax Branch Sd/-
Secretary, Municipal Corporation, Chandigarh.
Endst. No. MCC/Secy/SAA/2016/620 Dated: 12.11.2016
A copy is forwarded to the following for information and necessary action:-
1. PS to Commissioner 2. PS to Secretary 3. PA to Mayor Sd/-
Secretary, Municipal Corporation, Chandigarh.
2
INDEX
Suppl.
Agenda
item
No.
Subject Page
No.
1. Estimate for replacement of PVC water supply pipe lines with DI water
supply pipe lines from H.No.3001 to 4036 in Madrasi and Rehabilitation
Colonies, Maloya, Chandigarh (Part-II)
Rs.83.06 lac
4-10
2. Estimate for Boring & Installation of 2 No. 12”X8” (304.80 x 203.20 mm)
I/D Deep Bore Tubewells in Lieu of Low Discharge/Abandoned Tubewell
Outside Water Works Sector 26 & Water Works, Sector 26, Chandigarh.
(with reverse rig. Method or any other method of latest technology).
Rs.58.83 lac
11-21
3. Sanitation contracts of outsourced manpower - regarding. 22-23
4. Implementation of Smart Water Meters as Pilot Project on IOT (Internet
of things) Network.
24-25
3
A enda Nu. _ ___ _ ubjN:t: Estimate tor r.:pla emcnt f P
line from 11. , .3001 to 40 Chandigarh P RT-11).
a lcr supply pipe line \ ith DI \ ater suppl) pip.:
in Madra i and Rehabi litation olon ie • Maloya,
The exi ting P C \Hiter supply ipe lines were laid by the ngi neeri ng Department
l '.I. lrnndigarh dminb1ra1ion about 30ycar ago for th hou e at the time of rehabilitation of
,arious slum c lonies Thcs • ,:.11e · supply line· were laid in the road berms. But the re idents ha c
-,n1..roaclu,d up n 1e c \\slier upply by con trJction of hou e . s such, the repair of these PV
pi 1 c line· i ,cry diffi uh in lhe e cnt o :my 11ater supply leakage. ore ver these, e r line i al·
n11111 ing para llel , ith th.: '"11 ·r supply line ..in th se ·ev,cr line ha e also been encroa hed b_ the
1 . 1d 1..·111s rI1.: ont.1111 111;1li 111 I drin king \.\ ter can not be ruled o ut in case f o er 11 " of"
· '\\<!ragc' and leakag ·s i 1 pipe line ·. I ho;: H I rable tayor ha al o desired lh t the exi ting P C
\\all:r ·uppl) line rcpl:.tn:, I. ..;hilh.-d a nd a oid the contamination in lhe drinking , a ter in Madrasi
and Rd1abilitmion olonic . 1.iloya. The e, ag & \ :ltc:r uppl ommittee has decid d h Id on
::?6-I'.!-201--l ·· Table og,.,111/11 11e11: 1w. I at po 111 -2:- ru shift the public health ervice · i . . water
,111•11(1 l"I'" /Jue: < • .,.".,.,.,,..n:< '-' ,·1.:m out ·ide 1•1e hou.~ e_., ·• It has been propo ed lhat lhe e:,,. i ling
P \ l.. \\Ulcr suppl) line be 10.:pla ·t·d , ilh D . water supp ly line · of lhc same ize out side the
prc.:miscs ol lhc houses in r ,aJ po n ion. ·1 he pr ,vision of D . I. pipe line alongwith pe ia l , road cut/
pa er c ul and making co1111 ·cli n , ilh e · is ti ng ·>1pc line etc. has al so been taken in the estimate.
A s 11.:h. ,Ill ·:-.ti na · amounlin 10 R • . 3.06La' · duly all wed b the com etent
authorit~ i~ placed b for· the :c11i.:r:1I llou ·e of the l unicipa l o r po r a lio n fi r it consideration and
nppr,l\,11, 11. · ..-:,,.pcnd itu rc 11. II h: d1:.irgeable u the Ile.id :- 4216- H using (pl n) Basic Ament ias /
Budget de tail ·:J7 l:tjor I lcad/ HeaJ uf C 'Oll nl
B u<l g t D,:mn 1d •d/ /\ lo a t ion as per re\. i ed ,___ __ _,_b_L_1dg 'I a rov. I
.I .M .. l'.11.
I ul,d a111ou11l ul 1..·:,ti11wt -~ :ippro ed uring 01-4-20 16 to till date undcr thi Heal of ccount. I· ,pdl. incun cd d111 i11g cu rrent finan ial year date
Rs. 31 .96 + Rs. 189.36 = Rs.22 I .32Lac
Rs. 5.50 n s
SUPPLEMENTARY AGENDA ITEM NO. 237.1
4
Estimate tor replacem.:nt of PVC water supply pipe Jines ,vilh DI water supply pipe lines from ll.'.\!o.3001 10 -1036 in Maorasi imd Rehabilitation Colonjes, Maloya. Chandigarh (PART-ll).
2.8.1
21 18.72
18.72.1
18.7:!.2
-I
, ,s.10
k.70.I
18.70.2
5 :!.25
6 1. 12
F INAL ABSTRACT O F C OST
Ocs c 1·iption of items
Enrth work in excav:uion by mechanical 202 ,<" @ Rs.160/- Per means (Hydraulic excavator)/ manu I means Cum Cum l"f<.d'-.-) in foundat ion t renches or drai 1s (not \..£.. e;,.cceding 1.5 m in width or O sqm on plan). including dressing o f sides and ramming of bouoms, lift upto 1.5 m. including gelling 01:1 the e:-.cavat.:d soil and tlisposal of surplus e;,.c:wated soil as lirected. "ithin a lead of 50 rn All kinds of s<:il as per DSR item No.:?.8.1 100 mm i/d = 2210 mtr. 150 mm i/d = 1170 mtr. /
/ 3380 lillr . .,, ./
3380 mtr , 0.60 fo " Im = '.'.028 Cmn
Pro, idiug anti la) i11g S&S Ccntritug.1lly Cast {Spun)/ Ductile Iron Pipe,; conlorn11ng to IS : 8329: as er OSR item no. 18. 72 100 mm dia Ductik: lrou Class K-7 pipe.
150mm dia Ductile lro11 C!~ss K-7 pi-.es
Pro, iding push-vn-J,1i11l$ l<l Cent ifugally
A m oun t
324480.00 i
I (Spun) C.ist Iron Pip.:s or Ductile Ir< n Pipes including te,,.tiug of joints and the cost of mbl>er iatasket . .,~ per DSR item no . .::8.:.:. 7:...:0:....___,'--- -"'--1----'-----l----'U.•
1100mmdinp1pe, - 2:!I0m/5.Smu
I I SO mm dia pipes 1 170 111 / 5.5rntr
Filling available cx,;avatcd caith (e;,.cluding rock) in 1re,1ch~s. plimh. sides of foundations t:t< 111 la) ers not cxceedi g 2Uun i11 dcptl1, consulid:11ing t:ach de 1<lsited la~<'r by rmnming. :,ad \\,1tcring, le.id IJ) to 50 111 nnd lift up10 I 5 m :is per DSR iten lh).1 .15 C:iniage ofma1c.-i:1!s b) mechan ical I ansport including lo:1ding, unloading and stacking
I sand. stone aggrc·gate below 40mm nominal s ize upto J Km k~J -:om kte in all re cts.
402 Joint 213 Joint 2022.85 Cttnl
✓ 51.35 C1,1m
@Rs. 127/- Per Cum
257408.00
21087.0f
/ 6521}- ✓
5
7.,NS.
81 18.31
18.31.1
Providing and fixing of 0.1. ,1,ecials including 1he cos1 of rubber ring • rllt boll • rubber shc.:1 eic. complete in all re pec1 to 1hc sa1isfoc1ion of UC.
Providing 3nd fixing of C.I. sluic vahe including the co,1 of nuts boll~. rubber packing etc. complete 111 all respect 10 the sntisfaction of EiC. As p<:r DSR 11 rr, No.
8.J I Make: ISi 111arl.c:d.
C.I. 100mm i/d
1693 kg @100/- l.ov
p) (t-)
06 No)- @Rs.4200.00
✓ 169300.091'
25200.0
,__1_11_.,_· _1._J_.._c _1_ 1;,_· o_m_m_n_1_i_'d_ - - - --- - __ _,_o_6_N_oL.s_. -1--- - - - - - -+----3-5-400.00"V 1). Providing and fi:\mg air ,alvc D.I 1•· dia 02 Nos. @Rs.13900/- 27800.0~
.-ubbcr sheet complete in all re5P""ls '-faJ..c ~ V /\.G/ A VK/ IVC/ SIGMA rLOW
hca,_> dul) dul) 111cludi'lg cos1 of t bolt. each / ~ ) I 1----1-- - --- - --------l--.L--1-- -__:,_./::..__-J_ _ ___ _::Y I (J
11.
Construction of bric(.. masonry chant -er for ~1u1ce vahe & scouring including exc• va1ion I ' class b:icl-. "or(.. in cemcm sand mortar
6 cemem co ,c 1:5:10 cornplelt 1n all r..: ,pects. lnn~r Siz..: 3·~ 3·:'\ 4'
12 'os. @Rs. 7500/-cach 90000.00
( Ar(_\
Providing and fi,ing of RCC cover I 2:4 of 243 Sft @R~.130/-Pcr 31590.00 3"" 1h!9kness of co1!,!J>le1e in all ~pects. Sft 2No. x 4 Sm ( -l.5111 = 243 Sfl. ./ j
.--- , 2- 1---1-1-s-·u_p_p_l)-i-ng and tilling 1he ,,and unJ .. _ro_a_d-+-?-_99- _=-5-0--1-@- Rs- .9-5-'0G.1-- P- e_r_ -+---2-8-4-5:?5.00 / 2.:?7 cuvpa,er cu1 r, ,n1011 including. \\J cri:ng. cum Cum ·,.v
13.
14/ 16.83
ramming con,olid:11ing and dr ·ssing comp~ ,. .. ,, 55 l 70 mlr , 0.60 , 0.90 :?99.50 Cu,n
E,tra for culling through 111e1alled road paver l,ll)Ck and their lounda1io11 including :.Drting ,c ·<ecning and s1acl..i1.g a1 the site ol " ,r(.. as dir~rerl b> Engin~.:r-in-c:lwrgc. Pipe in road 5:?8.80 mtr ../'
Road cul '.!S.90 m1r ✓ / 55-1.70mtr -1"
554.70 mlr. x 0.60 • 332.80 Cum
- r.11..ing out .:xi,1,11g CC intcrlocl.111i; C1:1~er bh~cks fron, footpa1h.'ccn1raJ ~erge. incI 1ding removal of rubl>,~h ..:1c. d ispo,.. of unserviceable nKth:rial Iv the dur ping ground, for ,~hich p:i) ,mnt ;hall be rnade separate I:,. and ,1acl..ing of ser\ iceable I 1m11crial "11hin 5U 111.:tcr lead o.s per direction ,,, Engineer-in-( h-,rge. A, per DSR item JIU i 6.83 / :!851.20 m X 0.00111 "' I 710 71) Sqm
332.80 Sqm
/ 1710.70 Sqm
@Rs.78/- Per Sqm
{/!Jf0
25958.00
6
IS/ 16.84
/ Laying old ccmcm co11crete inlerl_oc_k_i_n_g~ -,-54_0., pa\er blocks of an~ uis,gnfshap.: aid in Sqm required line. l,:\el, cunmure, colc.11r and panem over and including 50 mm thick compacted bed of coa,-.,c sand, i-11 ng 1hc Joints \\-1lh fine 'wind etc all complc:h, as per the dir«1ion 01 Engineer-in-charge ((,1ld CC
1 pa\er blocks sh.i ll he ,,upplied hy the d,:partmcnt frc" of co,1). As per ~n no .6.84
Less I 0% new .!'"-~g blL~I.. I 71 sg111
/
@Rs. Per Sqm
=1539 7 0sqm S2)' ~!ll. ,//
2851.:?0m x0.60111 = 1710.,0Sqmt l 1--,-6-- .....ji-l'-ro-v- id_i_n_g_ &_, _lhi11g inh.:rlocking paH!r+-=-"'- -+-=--•"------+--,-0-2-600.0,_
block 60mm th,cl.. on 75mm thid.. I .C.C I :4:8 nnd 50111111 thicl.. sand liUing
j complete.: in all respects . ::!851.20 111 x 0.60111 = I.., I 0. ?0 Sqm
· fake I 0% ne" •"'' er blo.;k 1------1---11_1 0"'._7..c0_x_l 0'-% 17 1 sqm say 17 ( sqn •--,,-t----+-,,...---✓"----+----17. \faking arr:l11gc111cnt of connec1io 1 of 03 Job @lh.P,t.?k Per 960C .00 propo,,ed 6" i J "ilh e, s ing 6"i d C I pipe I Job {! w ) line including co,t of culling of exrst,ng pipe,
c,-;cavalion. dc\\,llcring and refill ni. elc.
/ IS
19.
com let.: ,n all rc,..,1><: ... :-c ... ·"'"'cc·--,--- l'ro\·jsion for rcslor.uion o f road cul at 1ount 10 be paid 10 lhl! B& I~ depanment "1.C. Chandi1mrh. 551.70m o I 819rft l'ro, ision for ,c~tora11011ofPa\~ C ul amount to be paid 10 th.: 8& R depar'mcn1 1\1.C. Cli:imli1!:1rli ::!851.::!0m or 9352rf ---- -
·1 otal
---1819 rft @Rs.202/-Per rft
9352 rft la Rs. 159/- Per rli
367438.~
1486968 oo,(
,\Jd 5¾ coming.:nc~ and pcny eswblishment charge~ ....:__ _____ .....:._~-----~-=l~;==;=o=o,=1=~=!:'°-=-1 ~ ~~"~,.,
t:. Total
S:t) lls,~aes
It is Cc'rtili,·tl 1hat quantity. r.lh! a11d amoum has been ch.:ckcd b) me
ll!,Oua•:r ''°?! , r.l.!~ 111 es · :e ~17-r,J t. t Be.~ i Sh
Superlnirn ng Eaeiaeer MC PH Cuclc
~qµ
7
DETAIL OF PIP{: LENGTH -- - -
I ~1-55 4 " i/d line - 18 0'
1-2 - 260' / 56-57 - 180' 2-4 - 75' I 58-61 - 110' 3-4' 190'
I
5 2-54 ~ - - 120'/ /'\ I
4-4/1 - 250' 60-62 - 120 ' / ....
3-3/_1 _ - 160' T o t a l - 7250,., or 2209.80 mtr. 3-3/2 - 75' Say 2210 m tr. 5-6 . 190'
-1 I 6" i/d line - ' 6/1 -6/2 - 250' 1- e x istina . 25' ' 7-8 - 350' I 1-5 - 240'
8-10 - 75' 5 -7 - 80' I 9-10 . 350' / 7.9 - 75' I
11 -12 - 75' / 9-11 . 110 ' 12-13 . 110' 1 11 -18 - 105' 12-14 . 120/ r 18-20 . 75 '
:i 14-15 - 110' 18-19 - 51 5' 14-16 - 75' 20-22 - 7 5' 17 -1 /1 . ~ 22-23 - 180 '
17/1 -32/1 . 215' I 1 23- existing . 720 ' 6 215
20-21 - 515' 47-42 - 280 '
._22-28 - 170' 47-4_§ . 75' -
24-25 - 110' 48-50 - 120'
25-26 - 75 TI_o-~ . 75' - 190' -
. 75' --c..?7-29 j 5!-~ 30-31 190' ~6-5~ ___ - - --',1,:020::_ _______ _ 25-41 460' 58 59 75'
I I 59- . - 300 ' 32- 33 75' _ - ex1st in.;,g _ __ ~c.=..--- - - - -33-34 120' 4 9 - 55 - - -=2.:..60=-·------ --34.35 _ _ ___ ..;..75~·--------1-1-~'..:::5_::-5..:•5~7.:....l.:_1 ____ ~ -==·-~ 2;;,,;6;,.0~' _,,,_c':::..._-:-:-:,,.,,_/:---:--- -35/1-36 75____ ____ Total 3840' or 1170 mtr. 34-38 155' Say 11 I.G...mtr. 37-38 120·
38-39 75•--- ----+--~ 19-41 250' 41-42 75' - - - ---.--+-- ~ubJ)i.v.lsioAal-Enginee-,--- - - -40-43 ~· M.C.P.H . Su b.:.IJ.iyJsi.on-A~!------43_44 105-,_-_-_-_-_-_-_- _-- ~ Chandigarh . ,.. 41 -45 120' - t--+- ----- - -
,-45-:45 75' - 1--I - -titf9 180' --1 --'~- - - - --- - - --tso=s3 11 o· -t
~~ Executive Enginee, MCPH Di v No. 3 Chandigarh ~
\f.".' \v.' ~o
8
( 1) Refilling and Carriage o availab le excavated earth
./ / . Total Length of Pipe 22 IO + I 170 = 3380n1tr
/ 3380 mtr
Road cut -Paver cut -
4·· ild pipe 221 Om x 0.78 (0. I 00)° 2210m X 0.78 X 0.01
6" i/d pipe 1170m x 0.78 (0.1 SO)' l [ 70m X 0.78 X 0.0225
Excavation as per item No. I
Less dia of Pipe{in cum) ( 17.23+20.53)
Net refilling= 1990.24 cum ~ Carriage= 37 76 cum ✓
-= 17.23cum
= 20.53 cum
!W28cum .,.,
~� = 37.76 cum
= 1990.24 cum ~
-A
(2) Anal)Sis of Rate for Refilling and carriage of earth of S. V. Chamber
Internal size of S. V. Chamber :- 3' ·0" x 3 -0" x 4 '-0" (12No.)
I. Excavation 12 'os. x 5'-6" x 5'-6" "- 4'-6"
'.!. c.c. 1 :5 , 10 = 1633.SOcft
= I 81.SOcft
or 46.22cum
Annexure-A
12 Nos. x 5'-6" x 5'-6" x 0'-6" 3. B rick W o r l-
12 Nos. x 4'-6" x 4'-6" x 4'-0" 972cfl or
or 5. l3cu"1 ' ...3 "l- ·.C3
27.50 cum /
Total Refilling = 46.22 cum' Less C.C. & Briel-. work (S.13..-27.50) Refilling
= 32.63 cum ,/-" = 13.59 curn ✓ -
Carriage
To1al Refilling Pip.: line (A) = 1990.24 cum S.V (B) = 32.63 cum
= 2022.Skum Carriage Pipe line (A) S.V. (B)
=37.76cuml" = IJ.59 CUITI/
= 5 1.35 cum
=~3cum
/ Say 2022.85 cum -
Say SJ .3$ c um _.--,,
__,
- 8
9
I • . ' I · . . --
~~~~ -- <~~)-~ls
-- J \;.~
~W'?' UlJ_s '
\_:,._____
,
10
)
5\.\~~\- '1 AGENDA \TEM N0. _1-__
Sub1ect : ESTIMATE FOR 13ORING & INSTALLATION OF 2 NO. 12" X 8" (304 .80 x 203.20 MM) 1/D DEEi' BORE TUBEWELLS IN LIEU OF LOW DISCHARGE/ ABANDONED TUBEWELL OUTSIDE WATER WORKS SECTOR-26 & TUBEWELL NEAR SACRED HEART SCHOOL, SECTOR - 26 FEEDING TO WATr~R WORKS, SECTOR -26, CHANDIGARH. (WITH REVERSE RIO . METHOD OR ANY OTHER METHOD OF LATEST TE_CHNOLOGY).
The wotcr s upply system of Chandigorh is based on two sources namely Canal
water and tubewells. Based on present day population, demand for domestic, institutional,
industrial, commercial & irrigation purpose is 1 l0MOD whereas a vaila bility of water is
88MGD. Out of total ovailability of water, the tubewells contribute about 20% and the bala nce
is from surface water i.e. Canal water from water works, Kajauli. Therefore to meet the growing
demand of water, new tubewells h ave to be installed. The discharge of exist ing abandoned
tubewells has been declined a nd not giving rated discharge . The detail of tubewells is as
under:
s. Name of Feeding to Concerned Year of Remarks
no . t/wells water Sub installation works Division
1. Outside water water SDE-3 2000 As per the recommendation of
works, Sec-26 works , ground water hydrologist , the Sec-26 tubewells is to be abandoned.
2. Near Sacred -do- -do- 1998 -do-Heart School,
Sec-26
These tubewells h ave been got inspected from the re-knowned ground water
hydrologist M/s D.S . Aqua Solutions, SAS Nagar Mohali. After the inspection of tubewells it
has been recommended by the consultant that the tubewells have already outlived their lives
so it is suggested that the tubewells may be abandoned and in its place new one be installed.
Keeping in view the above report, it has been proposed to abandoned these low
discharge t/wells and install new tubewells as the spring level is depleting 2.5 mtr - 3.00 mtr.
every year. It is expected that with the installation of new tubewells yield/discharge of
55.0m3/hour/.tubewell shall be made available. Thus with 22 running hours the expected
discharge from 2 no tubewells shall be about 0.5 MGD.
Accordingly the estimate amounting to Ra. 58.83 Lacs was prepared for the
installation of 2 No. new tubewells in lieu of low discharge/abandoned tubewells. It includes
5 % contingency & P.E. charges which was submitted for Admn. approval from the competent
authority. The necessary credit for old material has been considered in the estimate. The
existing submersible pumping sets, M.S . column pipes, specials, sluice ~alves, non return
valves, air valves etc . will be taken back on M.A.S.
Contd ... p/2
l \
SUPPLEMENTARY AGENDA ITEM NO. 237.2
11
.• I
I I
,.
Accordingly the agenda is hereby placed before General House of Munidp:il
Corporation. The expenditure will be charged to head: 4215 - C.O.L. (P) Urbnn Wntc:r Supply &
Sanitation - Augmentation of City Water Supply system. The detail oi Budget nllocEl!ion is is
under:
Budget Details:
Major Head/ Head of Account
Total Budget Allocation during 2016 -1 7 M.C.P.H. Division No. 1, Chd. Amount of Estimates already sanctioned.
Estimates under process
Up to date expenditure
Amount of present Estimate
4215 - C.O.L. (P} Urban \ \ ',Her Suppl_\. & Sanitation - Aui::. of Cit\' W / S S\"Stem Rs. 700.00 Lacs
Rs. 79.66+87.02+ 145.53+ 118.-tO .. Rs. 430.61 Lacs ---
Rs. 526.40 Lacs
Rs. 58.83 Lacs
\ ~~~/
EE'"'-~
12
l.1
'
f I
ESllMATE FOR BO RING & INSTALLATION OF 2 NO. 12"' X 8"" (304.80 x 203.20 Mt..-\) 1/0 DEEP BORE IUBEWELLS IN LIEU OF LOW DISCHARG E/ABANDO NED ruDEWELL OUTSIDE WATER WORKS SECTOR::!6 & 1U£1EWEI L NEAR SACRED HEART SCHOOL. SECTOR-26 FEEDING TO WATER WORKS. SECTOR::'6 CHANDIG ARH. (WITH REVERSE RIG. MEfHOD OR ANY O THER METHOD O F LATEST TECHNOLOGY) .
FINAL ABSTRACT OF COST
Sub Description Amount Head No (Rs .)
I .. DETAIL COST OF 8/ 1 OF TUBEWELL ~"86:00--6" t, ~ P. I ;7/1,0 < II PUMPING M ACHINERY -1-3-7 3, (V\ (Y'\
1 :', L') o?o -~~ Sub Total (Rs.) S~.90 ~ • c,q "'le · er-.
Add 5% c ontinge ncy and P.E. charges ~4&4,00 ./ . 7 S', :1 ""' u · v-=
Credit of ,eismanlled male/,W Rs. 77000 x 4'No. I .wells - Rs.
.JOSOOO.OO d;. (-) 1,:;lj~ ·
Total (Rs.) 5199 484 .00 q, ~~ ;-\(4 . . . ....
__ ,,., -t-':> ' -.% · € .', )-.NS/
Say Rsr-67...9o-t.ocs ..
~i~ Executive Engineer. M .C .P.H. Division "t0, 1/ Chandigarh. 1/ ,<:i, _;S2-;Z -3
~ Tt,i. Ouant,ty'Rarei as Tak:n In Estir.lllle ~rameo D, Em~:,:1 Er.~i~c-,r ~.iv~ T~~'Jtiveff Bee,, Tat. !r : . .: :\ :.-.~,: .... r!. ·, " ,. .- ? 1~ ... ~':-=:k S1,ou'd L: i . . • . . : ,; : '.ubJect lo 1o·,.·· ·•c · · ·- - .. ·,, · .,. ... · · I de "''"'' v .. ,,,l. .. ,. ,J_ • . .... 1,.,...,u..,,1o,~C.ty Ste Stgr\.
'""~ ~ I ' I ' I I l 11 clc ~•ga,h
>( "'"
13
•
-:-:-- -
•
I .. ~ .. ' ,. .
•
'
•
'
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ESTIMATE rOR BORING & IN51AllA110 I OF 2 NO. 12" X s· 1304,60 x 203.20 MM) f/D DEEP BORE 1uaEwELLS \ti UEU OF lOW DISC~ARGE/ABANDONED IUBE\'/ELL OUTSIDE WATER WORKS SECT0!.-26 & IU8:WHL NEAR SACQEO HEAC!l SCHOOL. SEClOR,26 FEEDING 10 WATER WORKS. SECI OR-26. CH • NOIGA~H (WITH ilEVERSE RIG. IJ8HOO OQ ANY OTHER MElHOO OF LATEST TECHNOLOGY).
ABSTRACT Of QUAHTnES
SUI HEAD NO. A B/1 Of TUBEWEll
!..r. Descrip tion o f ite ms Qty. Unit
t ,o. ; Bonng/Dru ,ng in 27" (685mm) c io bofe ho'e with Re verse Ro tary method / any
otner m e thod a l latest technology os per IS spe c ilic atio n 2800 - 1991 (Port-I) (w ith up to oote a m end m ents) lr.inds of 10,1 Of b ou:der f0<molion inctud <ng c ost o f consu mable stcre fue l. b il. so;\. stab ~zing material a nd tronsp0<totion rigs to the
s,te of me p ro;:ioseo bore includ ng log ging the bore hold with e lectro nic logger lu::>to 200 m tr. be'ow ground level) ~" 0-305 mtr. 305 ' P.mlr.
F0< sub seouent depth beyond 305 mlr. 0 le.mtr.
2 Supplying & lowering ot 12" (30( .60mm)i/d Housing pipe in 2.5 to 5 mtr. (8' to 16') 14~, P.mfr.
but not le ss than s· le ngth with one longitudinal welded joint fabricated o u t of 8.00 m m tnick p !o te with trvecded ends of 'minimum length 75mm it is to be fc brico ted '/," 11 2.5mm) th'c k plate to be suitab le thre.oded to suit the pipe and to keep the housing i:,iQe in the true vertic al p osition. Includin g cost of
·/ ~cofto!d ing derricl:5, jim pipe etc.
3 Sup plying & low ering of 8" i/d (203.20mm) fabricated out of 8.00 mm thick M .S. 1�~ -P.mtr.
Blind ?ip e o f to le ngth �-6 mtr. including the cost of scaffolding, derricks. jim p ipe etc .
----4 Provid ing and lowering of 8"i/d (203.20mm) a ll welded stainless steel cage type 25 P.mtr. w ire wound screen (ERW) having wall thickness 6.63 mm and slot size 0.50mm lo '
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1.00 m m includ ing the cost of sockets, scolfold ing, derricl:5. jim, pies, tools & Plants. ropes gouging steel clomp etc. complete in o il respec ts. Make : , Joh:.son/ Super/Star. ,/
5 Supp; fir-,;, t. fix'ng reducing socket 12" to 8" (203.20mm) i/d to be fcbricoled I , P.mtr. ovt ct ,,, .. (12.~ m) MS sneel plate with boln ends ltveoded and having /
suitcc•e s.;ze of sockets to sv.t !0< jo(ning; testing for housing pipe complete in on r~D';Cl S. .,,
6 Suppi;,ng !. pod.ing of grovel ot 1/16" to 1/8" oc c0<ding to design of grovel to 305 P.mtr. su,t rne p ermeable strata tree from dust and material e tc . and pocking grovel
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in the a ng ular spa ce between the pipe and bore pole.
7 ProviCJing & fixing suitable boil p lug to 8" (203.20mm) including the cost of M.S. 1 , , Each Screen Socket complete in all respects.
8 Supplying,&. fixing centering guides complete in al respects. 5 / each
9 Sup p lying & fixing 12" (30~.80mm) i/d well cop. complete in o n respects. I ' Each
10 Supply,ng deader wooden box for mode ot '/4" thick wood size �'-0" x 2·-0· x 0'-6" l , Each
I I Development a l lubewell w i!h air compresso: with 1100 CFM al 350 PSI or as per 4Y, P.Hrs. site reouiremenrs os per d irections at EiC. • /
12 Develop m ent end sta b ilizing of lubewen with the help of submersible pumping 35 · P.Hrs, of I 20m 3 /ho urs c a p a city includ ing lowering and removing th e pump tih the water is sill free os per IS: 2800 os directed by Eng ineer-in-charge. /
13 P/F al MS clomps tor 12" (304.80mm) i/d ½" thic k 1 ,, /
EOch 1� Supplying water for lowering and installing the tubewells at site (water charges 181~, Perk.
deposited to MCPH Divn. No. 2, Chd) 40CXXl0 gins or @ Rs. 4.5�/1000 gins= 1816 / L:rs K. Ltr. @ Rs. 15/· PerK. Ltr .
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l ' ' \\ , 1t " ' ~ ~-',11',~ ~ 1, s1 , u , 1 ~'N r : NO I.' ' \ :\" (3..' ' !\l , :\\'.. 1 MM) 1/0 DEEP 60Rf
1: .. : \\:,1$ , , ,.I , t 1,'" l',~--,,,,-:~ ,, ~, l' N~I I ,~f\\(ll O IISll"E 1\,1[ 1\O1."S SECIOR-U,
, . _-,, f[[DING 10 WAl(R \\'O1."S S(CIO!.-:>6.
_:: ,,.._,, ,~ , ,,, lt•E~ MEIW'D OF lAlfSl IECHNOlOGY)
SUI H!A.D N . I PUMPING MACHINERY'
s., C'ci ~r t )(\ ,;:,t 1h!n s Ory Uni t
' -I 1:'t·)c ~!'\ .. ~ l-""i.._"\. .,! n \) """'' ~I"!~. re1r.n;i conmvss,on.ng .... h,:ir)d.ng ovc, or
s .. :,.,tc- :.._, l_" l'1-. 1\"t.'0 " m,,~l'J'ICI) ,nc ,nw ,~ out{'n,nti,: 10101) enciosea
;--.::,ne e .. l!UHi,1 1.:, n~I~ on .. , r'1!\o,. p,eu'-'e c~,ge end svitoO:c, i izo or coble
f..)( .._ ... , , e-,,n~;: .ru,--:e 1 .. - i., .,j ~Oin .. ) o.oe conu:Sotc u, al 1esoects.
' S .. p~, ,,, kl: "" 1:>:e n,~,~ on-1 pump , .... ,rco:e lot 10,, cnng inside 12" i/d I Each
.:.::in \') o..oe OI t "it,!I
hc."',"":..i • llCmu
I[).,;: h.:>: ,::e • 1 ;\'\\) f'H
El"l.:tt'n,C) ,,O t.,)~
1, c-e ~I L,'tp~ · ~f\:t!
hi' St,""?~c."
,\c , e • 1-59/\\ i'Lt/See1evCromorontH'n..."vston
- i'rc,,-, n,1 c-,;:j ti, n'i) cf -"\S c!;;,mp mode out c-I '.:l:l mm thick plate to suit rne oio I Eocn
. c 4 c .. ,._m.n O:oe.
~ Des;:">,,-;' C\--O, i.:,.n;;i 5. F.Mi\J cf tot.>'ly enclosed c ontrol panel " ilh 0 1 broke star l . P.Job
.::e- ·~ s·.::··c:'f J" "t' \,, ·n C.J?.:-:n.::::f,= phose se~uence changer. necessary ret.oys
c-.:: ..:-1:·e• re.:: .. •· e..:: e..::v::pnients t.::.r opef'Ot1on of suomers1t>le pVmping set of
re,q .. • e.= ..:.::::x::..: ,·, g, e n 0 1 S·. ,-.;o. I . The ccnt:ot p:::nel b....."'Ofd shoJ ~ mcde out
.:i:f :··r, .. ·r .: '- c,.: sneet , , itn dust end vermin proof in occordcnce witn ISi 2 1.(1
I i~: lnc :::·-::r·" :-.;; sn::: 1 0-e c:::oro,·e-d from tne EiC oerore tot>ricotion of control
o-::ne1 .:cr."::,,'e ,e .n .::1 respe.:ts.
, =-:o ... lCJig h'--in~ .::---.j Jo"enrg of 3 co,e co;:,per submooible coble 16mm, 220 - P.mlr•
S'Jlt:::~ e s.:e cc~'~ ete. '"ci..e • SCH/ FinC-:~V Ho,e!1s
5 Ec:tn::-'\~ t~ o..::re ;:-c,.tm;::, mot.:ir etc " itn 2 nos cu " ;,e no S S\VG in eac h earth 15 t . P.Job
r"'..-n c.:: Cl O:.;::e ::-c:n;y recessed enc pcnl) en surtcce complete \Vtth 135 cm
:::•cng w;rr, 50 mm O'O.G I ec:rh o,pe. GI reoucing soc~er (50mm xl5mm) inc.
erect,0-f'I o1 scme 4'T\tr. Selcw cround levet and necesscry cha,..cool and solt
mi.,r.,,e er;:. inc. coring C::'IO re fi!:ing u;:,ro panel end mo ror l 5mm d ie. GI pipe
recessed in ,, c l floor etc. cs reql..N'ed and in.::. me costs of tnimble etc. {2
station eor!hing)
6 ?/ F end grour,ng cf cubicOl l)pe MS box si:e 3 1/2'"3½' mode out ol 16 mm l P.Job
gov;;e MS shee t inc. cost cl MS c:ng!e i-on frame ""ith bus b 01 box 250 amp.
MCCS 25J en-.::, wo1er p,o:ecr;on cO:or v,..ith po:nting etc. complete cs per
sot~fc~ticn of ElC.
7 P/f of c 'vm:num ccncucror PVC insutored c:rmoured and served coble wo,king 30 mt11.
"o!lo;e 1100 " o!ts grace (3.~ core) 50mm2 of mc:~e : EckoJuniltOt (Avg.)
6 ?r::,,c.ng 5. f, ing ot H-type MS ct,c,...-1:hcr on the we l 4'-0" die includ:ng 1 P.Job
excosctic:n. bricl:won: in cement 1ond mortcr l :5. Cement plasrer 1 :4 inside the
"el r1e:gn1 c1 tr:e -...etl .c ·-0·· 0""d f:l:ng the ,,e:l ,,itn gr~vel upto 3•.3·• complete
,n c J resoei:rs(t..\S chowlthot wilt be supol ed O) tne dee 11. free ol coil)
9 ?1f cf MS pipe 6" i/d 1uppor (1.00mlr coo,e GL)le< c e, very pipe[ne i/c cutting 2 P.Job
of :,.'.::,e we1drr.g cost of 6 rrm rti;ck ,-.,\S p!cte .:," ,,ice cemen t concrete b!cck
cno cc nfng ,vi:n 2 coots ct cnt~orros,ve 0-!oc~ c .o.nt ccm~ete.
10 SvoOly.ng ana ert?cr:on of >vc P:oe 90 mm c:/d (•tg/cm2) to, protection of 30 mt11.
cco.'e of mot.e: ~.r.o:e.vd·p:es,t1supreme.
11 Fro, 1~ ·.,g &. ru.:"19 o~ to.10 ..... :r~;,~.:Jrerio!/ spec,.:::.s 1nc~C:.,g tne ccst cf nuts bcits
rv::oe- p;::;:~ir.,, ;:,c·n,.ng eIc. com;>:ete in c l resoect to Ire sati1f::iction o l EiC.
i. )D.I 150mm 1/C: r,·.:e va!, •e AV(JVAG/IVC 2 Each
i. JD.I iCOmm i/d s\rce vclve AVK/VAG/tVC 1 Each
Cl. ID.I ~-,,,:n i/d s•~I.:e vc:lve A\'(/VAG/IVC l Each
iv. IC.: ,:., : •ce I5-.."'mm x 150mm • l(X)n,.m i/d l Each
V, /C.: ;.., , ree I5.:'mmx 150.-nmx&m:ni/d 1. Each
" · /M.S. ::en.:, ~- x 90 i/d \ . Each
vi. /M.5. ,.--:crecse J " x 6" i/d (11./FI \ Each
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Sr Dcs,:ription o f items Qty Unit
No
v 1i1. C.I 1'/1 bend 4 " )( 90 i/d I Each
,, C I 1,/f l ) t:ncl C' ~ 'JO i/d 2 Each
A C t 10 ,1 p ,c c c (Fil' ) 6" 2 Each
~•- 0 I cm valve, 801 nm i/d AVK/V /,G/IVC t Each
I ll. 0.1 no 11 r<,:lurn v-,lvt; 150r111 n 1/<J AVK/VAG/IVC I Each
AHi. M .S :lrnKJ<.: l 2rnrn tt1ic k 150r111 n dio. 12 Each ·-12 Pruv1(1rn<J f. f,x,"g of compound and pressure gauge 100m m dia make: Fie 1 P.Job
tc,g/1 I ,.;u, u inc.lucling dr1llino tl1e M .S. pipe. sto p cocl'.. e tc . co:-nplete in all
rt:sp<.:c ls.
13 i·ro·,ictin~1 f . lowt;ring d ouble flanged M.S. column pipe 100mm i/d " C" class 100 P.mtr
0 ) hov,nq lengll1 '.) mtr. comp l,alc in ell respects .
b) ~up;')iy1n9 laying. 101ntin v c:, l'::sli'lg of M .S. r:;ipc heavy 'C' class 150mm d ia 30 P.mlr
11"\Ci•_,d.n~ cutti:1:1 w~ld:r0. 1:· r;g •ng, jointir ,g complete in o il resp ects. Make:
i1\l/,1 ~1n<:c:.
• 14 Erecticr. c1"c~c:-:.::! !or pump,~!) set includ ing the cost o f nuts t. bolls. rubber
shec i 6· :1r- 1h'c~ !or loweri'la o t l'JOmm d ia colu m n pipe. MS p late 12mm thick 1 P.Jof?
~;w · ': , ' S · !i!e ,n two p orts having opening for 125mm dio pipe, 1 feet long MS
ucc :.:.i1£-1 cne SIC.le lhreud8d and other side flanged . clemp and frame
er .::-:;;em<er.t i or intertockina of pump and motor w ith colum n pipe mode from
..:C;r.~mx6mm 1/ ,S strip and c 1eoning of MS pipe and pointing with 2 coots o f
on11corrosive po,nt. (MS colc,mn pipe will be supplied by deptt. free of cost)
15 Making connection in UGR through opening and making good fne some 1 P.Job
complete in ell respects as per entire satisfacfion of EiC .
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tS11'-'"'1l FO i-: BORING ~ INS1All A 11O N OF 2 NO . 12" X 8" (JO<C.80 x 203.70 MMI 1/D DEEP BORE lU!'-E\'- Fl lS IN llEU OF LO W OlSC llARG E/ABANDONED lUBEWELL O UlSIDE WAlER WORKS SECTOR-26 ~ 1t 1~E\ Ell NEAR SAC RED HEARi SCHOOL. SECl OR-26 FEEDING 10 WATER W ORKS. SECIOR-24 C H,.NOIGARH. (WllH REVERSE RIG . M ElHOD O R ANY O lHER M ElHO D OF LAlESI TEC HNOLOGY) .
SUI HEAD NO. A DETAIL COST Of 11/1 OF TUIIEWELL
Sr . No
Doscriplion o t Items Q ty. Unit Rate (Rs.) Amo unt (Rs.)
Bo11ng/Or1lling ,n 27" (685mm) dla bore holo wilh Reverse Rotary method/any o ther melhod o f la lmt tec rino logy m per IS specil ic ation 2800- 1991 (Pmt-1) (wilh up to datu amendments) l.inds o f soil o r boulder l ormation including cost ot comumablo store tuel. oil. soil. stabilizing mate rial and transp or tolion rigs l o lhe sil e o l the proposed b ore inc luding logging the b o ro 1,o ld w ith electronic lo g ger lupto 200 mlr. b elow
l"a~r-=o-=u-=n_d_ te_v_e_t~)----------------+----'/:;...,.+---1----.,,--+-____ ... -'---I , 0-305 n w . 305 P.mtr. 2000 6 10000.00 For subsequent depth beyond 305 mtr. 0 ,, P.mtr. 2000 0.00
2 S1Jpolying &. lowering of 12" (30~.80mm)i/d Housing p ipe in 2.5 t o 5 mtr.(8' to 16' ) but no t less lhan 8' lenglh witt, o ne longitudinal welded joint fabricated
l 40 P.mtr. ,e-40e, -.ti'6000 00
out o t 8 .00 mm thick p late with threaded ends ot
:: -, f:"r 1 per ')
m,nimum leng th 75mm it is lo be tabricated ½" 112.5mm) thick. plate fa be ,suitable threaded to suit the pipe and to 1<eep the housing pipe in the true vertical p osilion. Including cost of scaffolding derricks. jim pipe etc.
3 Supplying &. lowering of 8"i/d (203.20mm) tabricated ~5-- P .mtr. out ot 8 .00 m m thick: M .S. Blind Pipe ot to length 4-6 l4c-mtr. including the cost of scattotding. derriclcs. jim / pipe e tc. ·
4 Providing and lowering of 8"i/d (203.20mm) all 25 P.mfr. welded stainless steel cage type wire wound screen (ERW) having wall thiclcness 6.63 mm and slot size 0.50mm to 1 .00 mm including the cost of sockets. scallotding. derriclcs. jim. pies. tools &. Plants. ropes gauging steel clamp e t c .. complete in .;11 respec ts. Mclee : Johnson/Super/Siar.
5 Supplying &. fixing reducing socket t 2" to 8" (;203.20mm) i/d to be fabricaled out of \I," (12.Sm111) M S sheet p late with b oth ends threaded and having suitable size o f sockets to suit for joining . teslif')g for housinSJ.Pipe complete in all respects.
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6 Supplying & pocking of g ravel o f l /16" lo l/8" -30~ P.ml):,. according to de~ign of gravel to suit the permeable · strata free from dust and materia l etc. and pac\cing /. gravel in 1he angular space between the pipe and bore pole.
7 Providing & fixing sui1able bail plug to 8" (203.20mm) l".'· Each including the c ost of M .S. Screen Socket complete in all respects.
8 Supplying & fixing centering guides complete in all V Each resr,ec ls .
9 Supplying &. fixing 12" (304.80mm) i/d well c a p. compl,;,te in all respects.
1 ·• Each t,,
1500 ___
600
1250.....-
100().,.--
<, ·1e-'1,o • ,< •
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1500.~i-
183000.00 /
1250.00
1500.00 /
1000.opv
1 O Supplying deodar wooden box for mode of >/4'' thick wood size 4'-0'' x 2'-0" x 0'-6"
~ Each 700....,......- 700.09
11 Develo pment of tubewell with air compressor with 1100 C FM at 350 PSI or as per site requirements as per d irectio ns of EiC.
4~, P.Hrs. 4200 189000.00 ,,
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Sr Description ol ,terns Qty. Unit Rote (Rs.) Amount (Rs.)
N.~
I: 0 civel pment ond slobilirlng ol lubewell with !he 35' P.Hrs. 1200' 42000.00 .,,
r,elp ol submersible pumping of 120ml /hours /
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copocily including lowering ond removing lhe pump •.
1111 lhe woter is sill heo as per IS: 2800 os directed by
Engineer-in-chOfge.
13 P/F ol MS clomps IOI 12" (304.80mm) 1/d ½" thick V Eoch 1000/ 1000.00 ,,-
L,.,
14 Supplying woter tor lowering ond lnstolling the 181~ Per le.. Q_S) 27240.00 y lubewells a l site (woler charges deposited to MCPH j(J_ Ltrs
o,vn. No . 2. Chd) 400000 g ins °'@ Rs. 4.54/1000 gins"' V 18 16 i::. Ur.@ Rs. 15/- Per i::.ur. ,., ., I 'Jo 1$ 'lo
Tol ol ~~ -- ·---.:.'1 ."lo , .;-11>1-' f.., , lo a, ,,g,.. )A);
lh. 2t;-~ x 2 Nos. tubewells • Rs -44.~.d&~
• C.O. lo linol obslrocl o f cost
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I cs11, •4 TE ' 0 50 RIN G .... IN SIAllATIO N r '2 N O . 12" X 8" (J0~.80 x :-c>J.ro MM) 1/D D(EI' BO RE IUBfWfllS IN
llfl ::,• l O W '9ISCHo\RC E/ A8ANDON EO I UI\EWH L O UTSIDE WATER WORKS SECI O R-26 & IUBEWfll N EAR
S 4 C O: EO JiEAR1 SCHO O L. SECI OR-26 fHOING 10 WA1ER WOR>.S, SECTO R-16, C HANOIG ARII. (Wlllf REVERSE
;;:,,-. , 1ElHOD O R AN'r O THER ME1HO D O F LAlfSl lECHNO l OGI)
S UII HEAD NO. 11 l'UMl'ING MACHINUi
Sr . Descrip l ion o l l l e m s
N e-...
Q l y U n i l Ra itt ( Rs.) Amo unl (Rs .JI
1 Designin g . p rovidi r1g, lnwcrln g , l e slin g . commissio n ! ng
& 1,on d ing over o l sub mersible pum p ir1g m a c h in e ry
1nc luc1ir,g fully a u ton,atic to tally e n c losttd p anel.
e a r thing to m o to r a nd p a nel, p,ttssu re gouge and
su i tabl e size ol coble lor lo w ering ln sldtt 12" i / d c o sir,g
pipe c o m plet e in 0 11 respe cts. .,, -- -A Su p ply o l submersible m olor o nd p u mp suilob le tor I , Eoch 75000 75000. 00
lowerin g Insid e 1 2" 1/ d c o sin g p ipe o l I /well.
Heod - l l O m l r
D isc h arge - 12000 GPH
Ellic iency - 70 to 80'lb
Type o r Im peller • Bron ze
H P -Stage -ll(I Oke - i-s81('vP1l/Se ereX/Cro mplO'n/Hindusto n -· -
2 Providing ond l ix ing ol MS clo mp mod& oul o r 20 mm 1 / Eoch 11 25 1 125.00
thick pint& to suit th& d lo ol column pip&. ~
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3 D e sig n ing. provid ing & foxing o l lolo lly &nclos&d 1· ,, P.Job 135000 135000.00 ,,,
contro l pan e l w ith oil' broke stor d &llo starter 3 wire ( ,>,:,:. -,
with a .'.. fo matic p b os& s&quenc& chong&r. n&c&ssory
re la ys ond o ther required eQuipmen ts for o peration
o r submersib le p umping set o r r e quired capac ity
g iven o f Sr. N o . 1. The control pon&I board sha ll b e
mode oul o r 2mm th ick CRC sh e&t with dust end
vern1in p root ir"'I o c cordonce ~V'ith ISi :? 147•1 9 62. fhe
d rowing Sholl b e o p pro v ~ d from t!,e EiC before
fo brico tio n of controJ panel con, p lete In all respec ts. - ---4 Provid ing fixing o nd lowering o r 3 core copper 220 P.m l r 480 105600.00
sub m e,.-sible cob le 16mm'2 su itable size c o mplete , /' (lk-1: ) ,,
M oke - SC H / Fino le X/ H o v &lls
5 Ear thing to p a n e l p u mp m o to r etc with 2 n o s cu wir e 1 P.Jo b +l-5& ~
n o 8 SWG in each ear th 15 mm d ie C l p ipe p o rtly ,, , ,, , ,s }- t., ,:;J.S" . , Tt"'
re cesse d ond portly o n surto ce complete with 13 5 ( ' "'"' )
c m a long with 50 mm d ie .G I earth p ip&, G I r&ducing
sock e t (50mm x 15mm) inc . erectio n of som e 4mlr.
s·~ 1o w grou n d leve l o nd n e c essary charcoal ond sell
m ix ture e l c. inc. boring ond re f illin g upto pan e l ond - ' molo r 15mm d io . G I pipe re c essed In w a ll floor e 1c . os . required ond inc. the cosls o r thim ble &le . (2 sta tio n
e or1h ing) -
grout ing ol cubica l type MS box size 3 I P.Job 5500 5500.00 ~
6 P/F ·ond 1/2 .. 3 ½' mode oul o f 16 m m gouge MS she&! inc. ,pe ... ~) - '
c ost o f M5 angle iron lrome with bus b or box 250 ,, ,
omp. MCC6 250 omp. W a l e r prol &c l ion c ollar yvilh
poin lv,g etc. c omple l e o s p e r sot isloc t ion ol EiC. -7 P/F o r olumlnurn c °"duc tor PVC insulate d armoured 30 m hs. ~~5 , ~ .00
ond served cobl& w orlcin g v o llog& 1100 v o lts g rad e , / t "t:'t.:) '~,<re·rt>' (3 .5 c ore ) 50mm2 o l m ake : Ec ko/unislor (Avg .)
8 Pro viding & fucing o l H-type MS c h o w k h o t o n the w ell 1 P.Job ~ ~ .00
4 '-0" dio in c luding excavatio n . brickwork in c e m ent / , .. ,.,,_
(~o • r,:
sand m o rtar I :5 . C em&nl plaste r I :4 Inside the w ell . { ,h,~
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h e ig ht o l the well 4'-0" on·d f illing the well with grovel
upl o 3' -3 " c o m plete in ott resp&cls(M5 chowl<hol w ill
be supplied by the d eptt. tree o t cost)
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'" vm .. ' " ... ... 12
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Oe\C.hO' tCW'l o , ,o,T\\ Q ty Unil Rohl 1111) 1,rnount (RI I
r/1 QI ,,~ p o• 1/cl 1upoo,t II CX)rnt1 0bovu GlJlo, '1 I' J0 t l S600 JOJ0.00
!t•hN\ 11' ( f'O 1/c cvn ny o l ,.-no welOl,g c01t o l 8 <u• ,.. / ., ,,c ·r" nvn I I M\ tu 6" '""(lO c omonl concrolu l>loel
on.c.1 1'>0 ""f"<J w 'llh :' COOT\ o f O"\l ,COlfO\JVft b&oc l 00:f\1
com,. e tc
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21
SUPPLEMENTARY AGENDA ITEM NO. 237.3
Subject: Sanitation contracts of outsourced manpower – regarding.
It is submitted that with the approval of Gen. House of the Corporation
in its 236th meeting held on 28.10.2016, the work of the GIS Based Mechanized
and Manual Sweeping Project in the southern areas is being allotted. The Gen.
House was also informed during the discussions that no outsourced manpower
(Safaikaramchari) would be losing their job due to said project and these workers
will be adjusted in the northern areas for their proper utilization.
Presently, there are 694 nos. of Safaikaramchari(s) in outsourced areas
and 333 nos. of outsourced manpower (Safaikaramchari) in the southern areas.
While implementing the GIS Based Mechanized and Manual Sweeping, there will
be no requirement of these Safaikaramchari(s) in southern areas.
In GIS Based Mechanized and Manual Sweeping, approximately 670
nos. of outsourced Safaikaramchari will be absorbed by the company. Therefore,
the Gen. House in its 236th meeting held on 28.10.2016 has approved to float
tender for outsourced areas consisting of 340 nos. of Safaikaramchari, who are
presently working in northern outsourced areas.
The Gen. House has also approved to float tender for the supply of 704
nos. of Safaikaramchari (outsourced manpower) for northern sectors, whereas total
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outsourced manpower is 1037 (692+345) and inadvertently 333 nos. of outsourced
Safaikaramchari in southern areas were left, who will be surplus after the
implementation of the GIS Based Mechanized and Manual Sweeping.
In view of above, the revise agenda is placed before the Gen. House of
the Corporation to float tender for 1037 (704+333) instead of 704 nos. of
Safaikaramchari for outsourcing of manpower.
Sd/-
Jt.CMC-I
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SUPPLEMENTARY AGENDA ITEM NO. 237.4
Agenda:- Implementation of Smart Water meters as Pilot Project on IOT (Internet of things)
Network.
Chandigarh is one of the fastest growing cities in the country with a potential to become the
I.T hub of Punjab and Haryana. The city is witnessing a rapid expansion, industrial boom, increased trade
opportunities coupled with high population growth rate.
Water is a basic requirement that every city needs to provide to its citizens, but the wastage
in water consumption and leakages in water supply are two most important issues of concern. Currently
the total potable water supply available in the city is 78.5 MGD out of which 26% is unaccounted..
Gaia Smart Cities, 27 Tata Colony, Parel Mumbai has submitted a proposal regarding Pilot
Project implementation of Smart Water Meters & IoT Network in Sector-4 residential area consisting of
approx. 189 water meters of Chandigarh Municipal Corporation. The objective of this project is to measure
& analyze the flow of potable water by providing automated metering infrastructure (AMI) with end to end
measurement & control of Water from source to destination. The Data related to Water Meter consumption
& usage will be measured in real time & will be made available to the Corporation & citizens over web &
Mobile Interface, as to enable them to analyze its utilization.
Gaia smart city will do this pilot project for 180 days. This will be helpful for the Corporation
to build consensus amongst stakeholders.
After completion of this pilot project, the Corporation will take over the maintenance and
operation of these smart meters in good condition from M/s Gaia Smart Cities, free of cost alongwith all
the infrastructure i.e. hardware as well as software installed by the agency. M/s Gaia Smart Cities will
have no right to claim any preference in case open tenders are called by the Municipal Corporation,
Chandigarh. However, if Municipal Corporation, Chandigarh as well as stakeholders will be satisfied with
the working of smart meter provided by the agency, it may consider to extend the service to the other
parts of the city for which proposal may be received on Swiss Challenge Mode.
The agenda is placed before the House for its consideration and decision please.
Sd/- Sd/-
S.E.(PH).M.C. EEMCPH-2
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,, The Commisoner Chand1gam Munichal • ,, rpor,1tt,,n New Oelu Bulldint;,Jai, Marg Chand1gam
Sub: Clarification on th e proposal submitted l.:>r tlw I' 1,11 ,,1 ,111.111 w.11,•1 111t'1t•1 ~
Respected Sir,
-
This is with reference t Sector 4 of Chand· 0 our proposal of don,1-l pll,,1 ,,f ,111,ll I w.11~, m,•1t•1, In I ~q lmu"'' ,,1
•gam Munlclpal corpor,itlon.
During discussions th h happ t th WI t e team, there w,1s a need h> cl.ll Hy our 1msitlon 011 wh,lt will
en a e end of the pilot. As advised by your good olf1re we cont11 m t lw below·
1 We ·11 ·. w, extend the sn,art water automated reading pilot from 90 days tu 180 d.,y~ Thi, will be helpful for tne Corporation to build consensus amongst ~takeh1Jide1 s.
2. We will leave the water meters on ground In the event of no clo5u1 e of l.,u~lnes!> between us and the Chandigarti Municipal Corporation. The meter will continue working however the wireless reading apparatus will not be available after the completion of the trial. We will expect a Swiss Challenge based first right of refusal for any opportunity to roll-out the solution across Chandigarh when the opportunity comes up.
3. After the completion of the pilot, the Corporation can tdke over the maintenance of the meters. We can support the maintenance of the water meters post the pilot, on behalf of the Chandigarh MLnicipality. The Software infrastructure will be available to the corporation at no extra cost.
The above terms and conditions are only applicable for the pilot project of smart meters for Chandigarh Sector4 and Is limited to a maximum number of 189 meters only. The final number installed during the pilot will be determined after the start of the project and after full inspection of the residential premises.
we look forward to receiving the letter of permission for the pilot and make Chandigarh the first to have a world class Wireless Smart City Sensor Infrastructure powered by Gaia Smart
Cities.
27 Tata Colony . Parel . Mumbai 400 012 i www gaiasmaitdlles.com I GIN U74 120MH20 15PTC26i;,5 I
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