office of the executive engineer irrigation division, lalitpur irrigation ...

OFFICE OF THE EXECUTIVE ENGINEER
IRRIGATION DIVISION, LALITPUR
flapusu lef)% Hkofr
IRRIGATION DEPARTMENT U.P.
SHORT TENDER NOTIC NO. - 01 / 2007-08
S.NO./LOT NO. - 09
TENDER INVITING DATE - 11/10/2007
TENDER OPENING DATE - 12/10/2007
APPROXIMATE COST RS. ... 8.60 Lacs............
EARNEST MONEY RS. ........... 17500 /- ..............
1

INDEX
Sl.
particulars
Page
No.
From To
1 2 3 4
1 Preamble 3 3
2 Tender Notice 4 9
3 General condition 10 14
4 I.D. form 111 15 23
5 I.D. form 112 24 27
6 Schedule –A 28 28
7 Credentials of tenderers 29 32
8 Schedule-C - -
9 Schedule-D - -
10 Schedule-E 33 33
11 Contractor waranty 34 34
12 Technical specification 35 37
13 Drawing 38 38
Contractor A.E. E.E.
2

PREAMBLE
Sajnam Dam is situated about 30 Km. away from Lalitpur District head
quarter on Lalitpur Mehrauni road, 7 Km. right side from Sajnam tiraha near
kalothra village.
Earth work for strengthening of Sajnam Dam left and right flank
renovation of cross drain and construction of rain chutes on up slope of right
and left flank of Dam.
All the works shall be executed on Sajnam Dam site. Execution of all the
work shall be completed as per approved design and drawing by competent
authority . Drawing is atteched with tender document.
Assistant Engineer
I.D., Lalitpur
Executive Engineer
I.D., Lalitpur
3

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1& ;s 'krsZ vkbZ0Mh0 QkeZ 111 eas fufgr 'krkZs ds vfrfjDr ekuh tk;sxhA
2& ifjHkk"kk,a&
a- foHkkx fMiksVZes.V dks flapkbZ foHkkx ekuk tk;sxkA
b- bathfu;j bu pktZ dks [k.M dk lgk;d vfHk;Urk ekuk tk;sxkA tks bl
dk;Z ij fu;qDr gksxkA
c- vf/k'kklh vfHk;Urk dks vf/k'kklh vfHk;Urk] flapkbZ [k.M] yfyriqjA
d- v/kh{k.k vfHk;Urk dks v/kh{k.k vfHk;Urk] flapkbZ dk;Z e.My] yfyriqjA
e. phQ bathfu;j dks eq[; vfHk;Urk osrok >kWlh flapkbZ foHkkx m0iz0 >kWlh
ekuk tk;sxkA
f- xouZess.V dks m0iz0 ljdkj ekuk tk;sxkA
g- dkUVªsV bleas vkbZ0Mh0 QkeZ AAA vkbZ0Mh0 QkeZ 112] Vs.Mj uksfVl] Bsds dh
lkekU; o fo'ks"k 'krsZ rFkk fof'k"Brk ¼LislhfQds'ku½] dk;Z izkjEHk djus dk
fyf[kr vkns'k vkSj vU; vkns'k tks Bsds ds lEcU/k eas ikfjr gS] lfEefyr
gksxkA
h- dkUVªsDVj& O;fDr] O;fDr;kas rFkk QeZ tks lafonk ij gLrk{kj djsxkA
i- MsV vkQ LVkVZ& dk;Z vkjEHk djus dk fyf[kr vkns'kA
3& Bsdsnkj }kjk dk;ZLFky dk fujh{k.k& ;g ekuk tk;sxk fd Bsdsnkj us fufonk
nsus ds igys bu 'krksZ tSls& vkiwfrZ dk Jksr rFkk] vkiwfrZ dk LFky] dk;Z
dk LFky] lkeku dh miyC/krk] Jfedksa rFkk ekSLke dh fLFkfr] ;krk;kr dk
lk/ku rFkk vU; lkekU; ifjfLFkfr;kas] tks dk;Z ds larks"ktud lEiknu dks
izHkkfor djrs gks] dk fujh{k.k dj fy;k gSA fufonk nsus ds ckn dk;Z iz.kkyh
ds en eas fdlh izdkj dk vU; ns; ¼Dyse½ ekU; ugh gksxkA
4& foHkkx }kjk vLohd`r lkeku dk;Z LFky ls vkns'k gksus ds ,d lIrkg ds
vUnj gh gVk nsuk gksxkA
10

5& foHkkx] fuekZ.k lkexzh dk fujh{k.k fdlh Hkh LFkku ij rFkk fLFkfr;kas eas dj
ldrk gS] pkgs vkiwfrZ dk LFky gks ;k vkiwfrZ ds lzksr dk LFkyA Lrj ds
uhps dk lkeku vLohdkj fd;k tk ldrk gS ;k nj kVk;h tk ldrh gS
tSlk bathfu;j bapktZ mfpr le>saA
6& VsDuhdy vkfMV lsy }kjk fujh{k.k& VsDuhdy vkfMV lsy] flapkbZ lfpo
'kk[kk] m0iz0 }kjk fdlh Hkh le; dk;Z dk fujh{k.k fd;k tk ldrk gS vkSj
vkfMV lsy }kjk fuxZr vk[;k dVkSrh Bsdsnkj ekuus dks ck/; gksxkA
7& U;k;ky; dh lhek& lafonk ls lEcfU/kr] fdlh izdkj ds okn dk fuiVkjk
yfyriqj tuin ds vUrxZr fLFkr U;k;ky; rd lhfer gksxkA
8& dk;Z lEiknu eas vko';d la;a=& ¼Vh ,.M ih½ dk izcU/k Bsdsnkj Lo;a djsxk
Vªd ;k vU; e'khu o la;a= ;fn miyC/k gksxk rks mls ekax i= ds vk/kkj
ij Bsdsnkj fn;k tk ldrk gS rFkk vf/k'kklh vfHk;Urk@lgk;d vfHk;Urk ds
vkns'kkuqlkj Vªd dk ekbyst jsV ,oa Vh ,.M ih dk fdjk;k Bsdsnkj ds fcy
ls dkV fy;k tk;sxk] foHkkxh; nj Bsdsnkj dks ekU; gksxkA
9& bathfu;j bapktZ }kjk fu/kkZfjr dk;Z LFky ij Jfedkas ds jgus ds LFkku dk
izcU/k Bsdsnkj dks Lo;a ogu djuk gksxkA 'kklu }kjk fu/kkZfjr Jfed njas
Jfedkas dks nsus ds fy, ck/; gksxkA
10& dk;Z izxfr dh vof/k esa Bsdsnkj dk ;k mlds vf/kd`r izfrfuf/k dk mifLFkr
jguk vfuok;Z gksxk] vius vf/kd`r izfrfuf/k dk uke Bsdsnkj dks fyf[kr :i
eas bathfu;j bapktZ dks nsuk gksxkA
11& bathfu;j bapktZ dks Bsdsnkj ls ;k mlds vf/kd`r izfrfuf/k ls ;g dgus dk
vf/kdkj gksxk fd og ml O;fDr@O;fDr;kas dks dk;Z LFky ls vyx dj nsa
ftldks@ftudks mifLFkr bathfu;j bapktZ ds fopkj eas vokaNuh; gS rFkk
Bsdsnkj dks vkns'k dk ikyu djuk gksxkA
12& ljdkj }kjk fu/kkZfjr fu;eksa ds vuqlkj Jfedkas ds csyQs;j rFkk osru
l`ftr vodk'k dh lqfo/kk nsus ds fy, Bsdsnkj ck/; gksxkA
13& Bsdsnkj ds vf/kd`r izfrfuf/k dks vf/k'kklh vfHk;Urk ;k bathfu;j bapktZ
}kjk Bsdsnkj ds uke fn;s x;s uksVlksa dks izkIr djus dh ftEesnkjh gksxhA
14& vuqcU/k dh 'krksZ ds vuqlkj foHkkxh; LVkd ;k Vh ,.M ih dh vkiwfrZ dh
jlhn tks Bsdsnkj }kjk ;k mlds izfrfuf/k }kjk nh x;h gS Bsdsnkj dks
dkuwuu ekU; gksxhA
11

15& vuqcU/k ds fo:) fdlh Hkh izdkj dk Dyse Bsdsnkj dks 24 kaVs ds vUnj
fyf[kr :i ls bathfu;j bapktZ ;k vf/k'kklh vfHk;Urk dk;kZy; eas nsuk
pkfg,A
16& o`{k] Qly ;k tk;nkn dh fdlh Hkh izdkj dh {kfr dks Bsdsnkj ;k mlds
O;fDr;kas }kjk dh x;h gks dh {kfriwfrZ ds fy, Bsdsnkj gh iw.kZ ftEesnkj
gksxkA
17& ;g cgqr vko';d gS fd dk;Z fu/kkZfjr vof/k eas iw.kZ dj fy;k tk;sA
18& 'ksM~;wy&Vh0 ds vuqlkj dk;Z izxfr dks dk;e j[kus gsrq ;fn Bsdsnkjkas dks
dksbZ vfrfjDr O;oLFkk djuh iM+rh gS rks mldk vfrfjDr Hkqxrku Bsdsnkj
dks gh nsuk gksxkA
19& Bsdsnkj vkSj vf/k'kklh vfHk;Urk@lgk;d vfHk;Urk ds chp fdlh izdkj dk
fookn mRiUu gksus ij izdj.k e.My ds v/kh{k.k vfHk;Urk dks Hkstk tk;sxkA
20& vuqcU/k ds lEcU/k esa i=kpkj Bsdsnkj }kjk fn;s x;s irs ij fd;k tk;sxk]
tks i= Hksts tkus ds 7 fnu ds ckn izkIr gqvk eku fy;k tk;sxkA
21& vk;dj rFkk VªsM VSDl rRlEcfU/kr fu;e ds vuqlj Bsdsnkj ds Hkqxrku ;k
vo'ks"k ns;dkas ls olwy fd;k tk;sxkA mDr dVkSrh Bsdsnkj dks ekU; gksxhA
mDr dVkSrh ds lEcU/k eas fdlh izdkj dh vkiwfrZ pkgs os ysoh@ljpktZ u
yxkus ds lEcU/k esas gks ;k dj okil djus ds lEcU/k eas gks] Bsdsnkj dks
lh/ks lEcfU/kr foHkkx ls lEcU/k LFkkfir djuk gksxkA dVkSrh djkus ;k okil
djus dk nkf;Ro flapkbZ foHkkx ij ugh gksxkA
22& Bsdsnkj dk ;g nkf;Ro gksxk fd og vius irk eas ifjorZu dh lwpuk nwljs
i{k dks fyf[kr :i ls rqjUr ns nsA
23& QeZ rFkk lk>snkjh }kjk nh x;h fufonk&QeZ vius QeZ dh jftLVªs'ku MhM
vFkok lk>snkjh MhM dh lR; izfrfyfi tek djsaxs blds lkFk gh os QeZ ,oa
vf/kd`r izfrfuf/k ds uke ikoj vkQ ,VkuhZ Hkh Hkst nsxh tks vuqcU/k ij
gLrk{kj djsxk rFkk fOkHkkx }kjk tkjh fd;s x;s funsZ'k vkSj uksfVlkas dks izkIr
djsxkA
24& cSUp ekdZ o losZ ds nwljs fPkUgkas dks lqjf{kr j[kus dh ftEesnkjh Bsdsnkj dh
gksxhA ;fn Bsdsnkj ;k mlds etnwjkas dh vlko/kkuh ls cSUPk ekdZ o fpUg
vius LFky ls gV x;s ;k mueas dksbZ ifjorZu gks x;k gks rks nksckjk Bhd
djus dk [kpkZ Bsdsnkj dks cgu djuk gksxkA
12

25& Bsdsnkj dk;Z djrs le; dk;Z esa yxs etnwjkas dks gj izdkj dh nqkZVuk ls
cpkus dk gj lEHko iz;kl djsxkA bl ij Hkh ;fn dk;Z djrs le; dk;Z
LFky ij dksbZ nqkVZuk gks tkrh gS rks mldk fu;ekuqlkj izfrdj ¼eqvkotk½
bR;kfn nsus dk mRrjnkf;Ro Bsdsnkj dk gksxkA bl laca/k eas foHkkx dksbZ
Dyse Lohdkj u djsxkA
26& foHkkx dks ;g vf/kdkj gksxk fd Bsdsnkj dks fn;s x;s dk;Z LFky ds vkl
ikl vU; dk;Z] foHkkxh; ek/;e ;k vU; Bsdsnkj }kjk djk;saA ,slk djus ij
Bsdsnkj lg;ksx j[ksxk vkSj ,slk dk;Z u djsxk ftlls foHkkx ;k nwljs
Bssdnkj }kjk fd;s tk jgs dk;Z eas ck/kk iM+sA
27& fdlh Hkh dkj.k ls Bsdsnkj ds etnwj [kkyh cSBus dk Dyse foHkkx }kjk ugh
ekuk tk;sxkA
28& vko';drk iM+us ij Bsdsnkj dks jkr eas Hkh dk;Z djkuk iM+sxk ftlds fy,
vyx ls dksbZ Dyse ekU; u gksxkA
29& dk;Z iw.kZ gksus ij Bsdsnkj dk;Z LFky dks fcYdwy lkQ lqFkjs gkyr esa
NksM+sxk] ftlds fy, mls dksbZ vyx ls Hkqxrku u gksxkA ,slk u djus ij
foHkkx vU; ek/;e ls ;g dk;Z djk;sxk rks mldk O;; Bsdsnkj dks ogu
djuk gksxkA
30& Bsdsnkj }kjk mi;ksx fd;s tkus okys eSVsfj;y] LVksu ¼cksYMj½ ckyw vkfn dk
jk;YVh Hkqxrku dk izek.k ¼joUuk½ tek djuk gksxkA fu/kkZfjr izek.k i= u
tek djus ij jkT; ljdkj }kjk fu/kkZfjr njksa ij jk;YVh Bsdsnkj ds chtd
ls ,d eq'r dkV yh tk;sxh tks Bsdsnkj dks ekU; gksxkA
31& fufonk dks L;kgh ls Hkjk tkuk pkfg;sA [kqjpuk ;k fy[ks ij fQj fy[kuk
loZFkk oftZr gSA gj dfVax ij Bsdsnkj dk fnuakd ;qDr gLrk{kj gksxkA gj
izdkj dh njas 'kCnkad rFkk vadks eaas fyf[kr nsuk gksxkA ;fn vadks eas fy[ks
x;s nj vkSj 'kCnkas eas fy[ks x;s njkas eas fHkUUkrk ik;h tk;sxh rks nkasukas eas de
nj gh Bsdsnkj dks Lohdkj djuk gksxkA
32& ;fn Bsdsnkj dk dksbZ lEcU/kh flapkbZ foHkkx ds deZpkjh@vf/kdkjh gks rks
mldk uke rFkk irk Bsdsnkj dks lwfpr djuk gksxkA
33& ;fn dksbZ fufonk nsus okyk ftldh fufonk LOkhdkj dj yh x;h gks] vkns'k
ikus ij 7 fnu ds vUnj dk;Z dh vuqekfur ykxr dk 10 izfr'kr :i;k
tek djds vuqcU/k ij gLrk{kj ugh djrk gS rks mlds }kjk tek dh gqbZ
13

vfxze /kujkf'k tCr dj yh tk;sxh vkSj fufonk dh Lohd`fr jn~n dj nh
tk;sxh vkSj dk;Z fdlh vU; dks ns fn;k tk;sxkA
34& fufonk nsus okyk vius gLrk{kj ds uhps viuk uke o irk lkQ lkQ fy[ks
mlh irs ij mls vuqcU/k ls lEcfU/kr i= O;ogkj fd;k tk;sxkA ;g eku
fy;k tk;sxk fd foHkkx }kjk ml irs ij Hksts x;s lHkh i= Bsdsnkj dks fey
x;s gSaA ml irs ij Hksts x;s i=kas dh izkfIr dk vpwd izcU/k djus dh
ftEesnkjh Bsdsnkj ij gksxhA
35& fufonk ds lkFk uRFkh lHkh dkxtkr ij fufnZ"V LFkkukas ij Bsdsnkjkas dks vius
fnukafdr gLRkk{kj djds fufonk Mkyuk gksxkA
vf/k'kklh vfHk;Urk
flapkbZ [k.M] yfyriqj
14

IRRIGATION DIVISION, LALITPUR
Name of Work :- Renovation of X-Drains of Left Flank of Sajnam Dam.
Tender Notice No.: 01/EE/2007-08
Sl.No.: 9
Schedule "A"
BILL OF QUANTITY
S. Description of work Unit Qty.
Rate
N.
In figure In words
1 2 3 4 5 6
1- Renovation of X-drain Left Flank of R.M. 340.00
Sajnam Dam complete with all
material, labour T&P etc.
as per drawing
A.E. E.E. Contractor
28

D Work
32

IRRIGATION DIVISION, LALITPUR
Name of Work :- Renovation of X-Drains of Left Flank of Sajnam Dam.
Tender Notice No.: 01/EE/2007-08
Sl.No.: 9
Schedule "E"
S.N. Month Target Progress Remark
1 1’st month 30 %
2 2’nd month 75 %
3 3’rd month 100%
A.E. E.E. Contractor
D Work
33

D Work
34

( A ) TECHNICAL SPECIFICATION
1- RENOVATION OF CROSS DRAIN :-
1.1- Cross drain which is identified by the Engineer-In-Charge or specified
in schedule "A" of tender, shall be dismentled carefully so as not to
damage the materials taken out, or any part of the work which is not to
dismentled.
1.2- All serviceable materials shall be set aside and stacked in such place
and manner as may be ordered by the Engineer-In-Charge and shall be
property of Government. And should be measured by J.E. and
recorded in M.B.
Unserviceable materials shall be removed from the site or
disposed of as ordered by the Engineer-In-charge at the contractor
expense.
The contractor shall, if required by the Engineer-In-charge,
have to erect and remove screans of canvas or other suitable material
to minimise the nuisance from dust and to provide for watering as the
work of dismentling proceeds.
1.3- Any materials damaged during dismentling by neglect, carelessness or
want of skill of the contractor shall be charged against him.
1.4- The contractor shall provide and maintain all the scaffolding and
fencing that may be necessary for the proper and safe execution of the
work and shall make adequate arrangement to prevent accidents
Excavation of X-drain for renovation shall be as per dismention
givenin drawing + 5mm variation is to be allowed.
Disposel of Excavated earth work shall be as per direction of
Engineer-In-charge before laying of filter X-section of drain shall be
checked by Engineer-in-charge or his representative available at site.
If however, the contractor without the sanction of Engineer-In-Charge
takes drain level down to greater depth or side cutting then allowed in
D Work
35

the plane, the contractor shall be liable to be colled on to fill up the
depth with sand at his own expense.
1.5- FILTER MATERIAL:-
1.51- SAND- Fine aggregate shall be obtained either by screaning
excavated material or from any other natural source or shall be
crushed from boulders. The course sand shall be obtained from
approved quarry.
1.52- The sand shall be dry and free from any foreign matler & harmfull
impurities.
1.53- The fine aggregate shall confirm to specification No. 8 of I.D.
specification and as per I.S.I. 383-1970 and shall have fineness
modules of 2.3 to 2.6.
1.54- No mixing of sand of different fineness modules shall be allowed to
achieve of above fineness.
1.55- Silt content shall be measured by sedimentation test shall not exceed
5% by weight. Any sample of sand of sand containing higher
percentage of silt shall be washed by contractor at his own cost.
1.56- Sand collected at site shall be used after approved by Engineer-Incharge.
1.6- COARSE AGGREGATE :-
1.61- Stone grit :- Coarse aggregate shall consist of stone grit/ballast which
should be free from organic materials and clay and should be
approved by Engineer-In-charge.
1.62- Size of coarse aggrigate shall conform ISI 383-1970 for graded
aggrigate of 40MM & 20MM.
1.63- Any rejected material shall have to be rmoved from the site within 48
hours of the written order of the Engineer-In-Charge otherwise the
same shall be removed by any other agency and cost so involved shall
be recovered from the contractor.
D Work
36

1.64- Coarse aggregate shall be stored in separate stock piles shall be so
located as to avide any undesirable material mixed up with aggregate.
1.65- The required quantity of material shall be collected at site and
approved by Engineer-In-Charge before use.
1.70- Laying of filter material shall be start after approved trenches sub
surface. Approved sand shall be laid in required thickness as per
drawing. After laying of sand, approvel stone grit size 10 to 20mm
graded shall be laid after this 20 to 40mm approved stone grit/ballast
shall be laid.
1.80- After completion of laying of filter, stone pitching shall be laid as per
I.D. specification No. 49.
1.90- Measurment shall be taken after completion of work in full
satisfaction of Engineer-in-charge in R.M.
2.0- The rate tender shall enclude all material, labour & T&P required for
proper completion of work.
D Work
37

D Work
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D Work
39

D Work
40