To be published in News Papers
Government of Rajasthan
Office of the Director, Archaeology & Museums Rajasthan, Jaipur
No. A&M/EE/2014/25388
Dated: 25.07.14
:: NIT No. 3/2014-15 ::
19 Nos. of Tenders for conservation, restoration & electric works at
various museums and monuments are invited from the experienced
registered in eligible class/category and working contractors of A&M/
AD&MA/CPWD/ASI/ PWD/ RHB & other Govt. departments/ local
bodies/corporations in prescribed tender form. Tender forms can be
obtained from the Office of the Director, Archaeology & Museums
Department, Jaipur by paying cash upto dates as per given on web-site for
respective works by 2.00 PM & same should be submitted on the
respective dates given by 2.00 PM and will be open on same dates at 3.00
PM.
Details of work, earnest money, tender cost, terms & conditions etc.
can
be
seen
on
DIPR
website
“www.dipronline.org.”
"http://museumsrajasthan.gov.in" & “http://sppp.raj.nic.in” and in the
Office of the Director, Archaeology & Museums Department, Jaipur on
any working day during office hours.
In case of gazetted holiday on the last date of sale and receiving/
opening, tenders shall be sold, received & opened on the next working day.
Tenders without earnest money shall not be considered.
Executive Engineer
To be published in website
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Øekad % fu-lwpuk la-&3@2014&15@25388
fnukad 25-07-2014
%% fufonk lwpuk la[;k&3@2014&15 %%
jktLFkku ds jkT;Ikky egksn; dh vksj ls fuEukafdr dk;ksZ ds fy, iqjkrRo foHkkx@ Hkkjrh; iqjkrRo
losZ{k.k@vkesj fodkl izkf/kdj.k@lkoZtfud fuekZ.k foHkkx@dsUnzh; yksd fuekZ.k foHkkx@ jktLFkku gkmflax
cksMZ vkfn jktdh;@LFkkuh; fudk;@fuxe vkfn esa dk;Zjr l{ke Js.kh esa iathd`r laons dksa ls eksgjcUn
fufonk,sa vkeaf=r dh tkrh gSA dk;Z gsrq okafNr /kjksgj jkf’k ls lEcfU/kr cSadj pSd@fMek.M MªkQ~V tks fd
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vfUre frfFk dks nksigj 2-00 cts rd izkIr fd, tkdj mlh fnu nksigj 3-00 cts mifLFkr fufonknkrkvksa ds
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5.00
10,000.00
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01-09-14
03-09-14
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4.00
8,000.00
400/-
01-09-14
03-09-14
2 ekg
3.00
6,000.00
400/-
01-09-14
03-09-14
2 ekg
35.00
70,000.00
400/-
01-09-14
03-09-14
6 ekg
25.00
50,000.00
400/-
01-09-14
03-09-14
4 ekg
40.00
80,000.00
400/-
01-09-14
03-09-14
6 ekg
40.00
80,000.00
400/-
01-09-14
03-09-14
6 ekg
40.00
80,000.00
400/-
01-09-14
03-09-14
6 ekg
46.00
92,000.00
400/-
01-09-14
03-09-14
6 ekg
4.00
8,000.00
400/-
01-09-14
03-09-14
6 ekg
12.00
24,000.00
400/-
01-09-14
03-09-14
3 ekg
2 ekg
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01-09-14
03-09-14
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15.00
30,000.00
400/-
01-09-14
03-09-14
3 ekg
20.00
40,000.00
400/-
01-09-14
03-09-14
4 ekg
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400/-
01-09-14
03-09-14
2 ekg
3.00
6,000.00
400/-
01-09-14
03-09-14
2 ekg
15.00
30,000.00
400/-
01-09-14
03-09-14
3 ekg
15.00
30,000.00
400/-
01-09-14
03-09-14
3 ekg
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1.
2.
3.
4.
fufonk izi= Ø; djus ds fy, laons d@QeZ vius Nis gq, ysVj isM ij izkFkZuk Ik= izLrqr dj fu/kkZfjr
fufonk 'kqYd udn esa dk;kZy; esa tek djkdj izkIr dj ldrs gSA
iathd`r laons dks dks izkFkZuk i= ds lkFk vko’;d Js.kh esa iathdj.k izek.k Ik= dh izekf.kr izfr@ fcØhdj
pqdrk izek.k Ik= ¼xr N% ekg rd dk½] vk;dj foHkkx ds LFkk;h [kkrk la[;k ¼PAN½ dh izekf.kr izfr
rFkk vU; rduhdh lwpuk,sa izLrqr djuh gksxhA
iathd`r QeksZ dks foxr Ikkap o"kksZ esa ls fdlh ,d o"kZ esa leku dk;Z ds ,d&frgkbZ ewY; ds iw.kZ dk;Z
¼,dy dk;Z½ ,oa bl dk;Z ds dk;kZuqHko dh izekf.kr QksVksizfr vkosnu Ik= ds lkFk layXu djuh gksxhA
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la’kks/ku djus dk vf/kdkj fuEugLrk{kjdrkZ dks gksxkA
vf/k’kk"kh vfHk;Urk
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nSfud lekpkj Ik= esa izdkf’kr djkus dk d"V djsAa mDr lwpuk dks ftu lekpkj Ik=ks esa
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izfr fufonk [kqyus ls igys izkIr dh tk ldsaA
fo’ks"k vuqjks/k&mijksDr fufonk lwpuk ,oa fufonk nLrkost dks vkids foHkkx dh osclkbZV ij
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vf/k’kk"kh vfHk;Urk
GOVERNMENT OF RAJASTHAN
ARCHAEOLOGY & MUSEUMS DEPARTMENT, RAJASTHAN, JAIPUR.
TENDER FORM
.....................................................................................................
1
NAME OF
WORK
2
Name of full postal address of the
firm.................................................................................................................................................
.......................................................................................................................................................
...................................................................................................................
3.
Reference to : NIT No. 03/2014-2015 DATED
4.
We agree to abide by all conditions mentioned in Tender Notice issued by the Director,
Archaeology & Museums, Rajasthan, Jaipur and also the conditions of the said tender notice
given in the attached sheets (all the pages of which have been signed by me in taken of our
acceptance of the terms mentioned thereby.
5.
The earnest money Rs. ……………./- has been deposited vide Draft No./ Banker Cheque
No./Postal Order Nos. ....................... dated ........................ in favour of Director, Archaeology &
Museums, Rajasthan, Jaipur.
Accepted
Signature of the Tenderer
GOVERNMENT OF RAJASTHAN
ARCHAEOLOGY & MUSEUMS DEPARTMENT, RAJASTHAN, JAIPUR
NOTICE INVITING TENDER
1.
Tenders are invited for the work ……………………………………………………..
……………………………………………………………………………………………
2.
Acceptance of tender will rest with the Director, Archaeology & Museums Department,
Rajasthan, Jaipur who is not bounded to accept the lowest tender, reserves the right to accept
or reject any or all of tenders without assigning any reason.
3.
The earnest money shall be treated as a part of the security which shall be refunded after
finalization of tender. The earnest money of the contractor whose tender is accepted shall be
adjusted in the running bills as per rules.
4.
The rates quoted by the contractor will remain valid up to four months or more validity period of
the written request of the contractor.
5.
Any tender discrepancies or errors or over writing shall duly signed by the contractors before
tendering.
6.
Any error in rates of Schedule shall be treated as per the rates of BSR on which 'G' Schedule
has been prepared.
7.
No refund shall be accepted for the returned tenders in any case.
8.
The security deposit@10% of the gross amount of the running bill shall be deducted from each
running bill and shall be refunded as per rules on completion of the contract as per terms and
conditions
9.
If any tenderer withdraws his tender prior to expiry of validity period or mutually extended period
or makes modification in the rates, terms and conditions of the tender within the said period.
Which are not acceptable to the department or fails to commence the work in the specified
period, fails to execute the agreement the department shall without prejudice to any other right
or remedy, be at liberty to forfeit the amount of earnest money given in any form absolutely. If
any contractor, who having submitted a tender does not execute the agreement or start the
work or does not complete the work and work has to be putting retendering, he shall stand
debarred from participating such retendering in addition to forfeiture of Earnest money/Security
Deposit and other action under agreement.
10.
If it is found that the tender is not submitted in proper manner, or contains too many corrections
and or unreasonable rates or amounts it would be open for the Director, Archaeology and
Museums not to consider the tender, forfeit the amount of earnest money.
11.
If any contractor who having submitted a tender does not execute the agreement in prescribed
time limit, he shall stand debarred from participating in such re-tendering and forfeiture of
earnest money.
12.
Contractors shall submit only unconditional tenders, conditional tenders are liable to rejected
summarily.
13.
Special conditions regarding the execution of work as attached may be read carefully before
tendering.
14.
Contractor/Firm shall require registration of workers under the Building and other construction
workers (Regulation of Employment & conditions of Services) Act, 1996 and extension of
benefit to such workers under the Act.
15.
Escalation claim not acceptable.
16.
All the quality control tests as desired by the departmental staff shall have to be arranged by the
Contractor at his own cost and no departmental material or labour will be made available.
Executive Engineer
Archaeology & Museums, Rajasthan, Jaipur
Accepted
Signature of the Tenderer
laosndks@
a QeksZa@fufonknkrk }kjk fuEufyf[kr 'krksZa dks iwjk fd;k tkuk vko';d gSa %&
1- fufonk izi= Ø; djus ds fy;s QeZ@vf/kd`r foØsrk@laons d dks Nis gq, ysVjiSM ij vkosnu djuk rFkk
fufonk 'kqYd udn tek djkuk gksxkA
2- iathd`r laons dks dks izkFkZuk i= ds lkFk vko’;d Js.kh esa iathdj.k izek.k Ik= dh izekf.kr izfr@ fcØhdj
pqdrk izek.k Ik= ¼xr N% ekg rd dk½] vk;dj foHkkx ds LFkk;h [kkrk la[;k ¼PAN½ dh izekf.kr izfr rFkk
vU; rduhdh lwpuk,sa izLrqr djuh gksxhA
3- iathd`r QeksZ dks foxr Ikkap o"kksZ esa ls fdlh ,d o"kZ esa leku dk;Z ds ,d&frgkbZ ewY; ds iw.kZ dk;Z ¼,dy
dk;Z½ ,oa bl dk;Z ds dk;kZuqHko dh izekf.kr QksVksizfr vkosnu Ik= ds lkFk layXu djuh gksxhA
4- iathd`r nksuksa Js.kh ds laosndksa ds fy, xr Ikkap o"kksZa esa ls fdlh ,d o"kZ esa fdlh jkT; ljdkj@jkT; ljdkj
ds lkoZtfud miØe@jkT; ljdkj }kjk lapkfyr VªLV@lkslk;Vh@dsUnzh; ljdkj@dsUnz ljdkj ds
miØe@Hkkjrh; iqjkrRo losZ{k.k foHkkx@dsUnz ljdkj }kjk lapkfyr VªLV@lkslk;Vh@futh {ks= esa lacaf/kr
dk;Z fd;s tkus dk larks"kizn dk;Z iw.kZ djus dk vuqHko gksuk pkfg,sA
5- izR;sd fufonk ds lkFk okafNr /kjksgj jkf'k dk fMekUM Mªk¶V vFkok cSadlZ pSd izLrqr djuk gksxk] tks funs'kd]
iqjkrRo ,oa laxzgky; foHkkx] t;iqj ds uke ls ns; gksxkA /kjksgj jkf'k ds vHkko esa izkIr fufonkvksa dks Lohdkj
ugha fd;k tk;sxkA
6- fufonk izi= osclkbV ls MkmuyksM fd;s tkus dh fLFkfr esa bUgsa izLrqr fd;s tkrs le; /kjksgj jkf'k ds
vfrfjDr fu/kkZfjr fufonk 'kqYd ,oa okafNr leLr nLrkost layXu fd;s tkus vko';d gSA
7- fufonk cspus o [kqyus ds fnu jktdh; vodk'k gksus ij vxyk dk;Z fnol ekuk tkosxkA rkj ,oa QSDl vkfn
ek/;e ls izkIr fufonk vkosnu i= rFkk fufonk Lohdkj ugha dh tkosxhA
8- fdlh Hkh fufonk dks fcuk dkj.k crk;s fujLr djus vFkok dk;Z dh ykxr esa deh@cs'kh djus vFkok mlesa
la'kks/ku djus dk vf/kdkj fuEugLrk{kjdÙkkZ dks gksxkA
9- Lekjd dks Dismembring djrs oDr iw.kZ lko/kkuh j[kuh gksxh rFkk ;fn dk;Z ds nkSjku Lekjd ds] dksbZ {kfr
gqbZ rks mldh iw.kZ ftEesnkjh laons d@QEkZ dh gksxh ,oa laosnd@ QeZ ds fo:) jktLFkku Lekjd iqjkrÙoh;
LFky ,oa izkphu oLrq vf/kfu;e] 1961 dh /kkjk 17 ds vUrxZr Lekjd ds ewy Lo:Ik dks u"V@foØ; djus
vk/kkj ij dk;Zokgh dh tkosxh] ftlds fy;s og Lo;a ftEesnkj gksxkA
10- dk;ksZa dks lEiknu gsrq ÅapkbZ@ikuh ds vUnj@yhM@'kVjhax@ldsQksYMhax bR;kfn fdlh Hkh izdkj dk vyx
ls Hkqxrku ns; ugha gksxkA
11- dk;Z ds nkSjku lqj{kk dh iw.kZ ftEesnkjh laons d@QeZ dh gksxh] ;fn dksbZ ewfrZ bR;kfn xk;c@pksjh gqbZ rks
laons d ij fu;ekuqlkj dk;Zokgh dh tkosxh ,oa laons d Je dkuwu ds vUrxZr Jfed lqfo/kk ,oa lqj{kk dh iw.kZ
ftEesnkjh laons d dh gksxhA
12- dk;Z ds nkSjku ikuh] fctyh ;k vU; fdlh Hkh vko';drk dks laons d@QeZ dks Lo;a vius [kpsZa ij iwjk djuk
gksxkA
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gh dk;Z dh izxfr cuk;s j[kuh gksxhA
14- foHkkx }kjk fdlh Hkh izdkj dk ,LDys'ku ns; ugha gksxkA
eSa mijksDr leLr 'krksaZ ds fy, lger gw¡A
vf/k'kk"kh vfHk;Urk
Lohdk;Z
fufonknkrk
fufonk dk;ksZa gsrq 'krsZa %&
1- laj{k.k dk;Z izkjEHk djus ls iwoZ Lekjd ds dk;Z LFky dh fMVsy QksVksxzkQh djkuh gksxh rFkk fHkfÙk fp=ksa vkSj
f'kYi vaydj.kksa ds gksus ij Dykst&vi QksVksxzkQ djkus gksx]sa ftlds rhu lsV funs'kky; esa tek djkus gksxAsa
blds Ik'pkr~ gh laj{k.k dk;Z izkjEHk fd;k tk ldsxkA ,d lsV dk;Z LFky ij miyC/k j[kuk gksxk rFkk bUgha
fp=ksa ds vk/kkj ij laj{k.k dk;Z djkuk gksxkA dk;Z lekIr gks tkus ds ckn iqu% lEiUu gq;s laj{k.k dk;ksZa ds
QksVksxzk¶l ds rhu lsV izLrqr djus gksxAsa lHkh QksVksxzk¶l U;wure 6"X4" lkbZt ds gksus pkfg;s rFkk dk;Z
izkjEHk djus ds igys ds fy, QksVksxzkQ ds ,axy ls gh dk;Z iwjk djus ds Ik'pkr~ ds QksVks ysdj ,d gh ist
ij yxkdj dk;Z lekfIr ij vfUre fcy ds Hkqxrku ds lkFk izLrqr djus gksxsaA QksVksxzk¶l dh lh-Mh- Hkh izLrqr
djuh gksxhA bl dk;Z dk dksbZ vyx ls Hkqxrku ns; ugha gksxkA
2- xkbZM ykbZu ds foifjr dk;Z ik;s tkus ij Hkqxrku jksd fn;k tkosxk o lacaf/kr Bsdsnkj ds fo:) jktLFkku
Lekjd iqjkrÙoh; LFky ,oa izkphu oLrq vf/kfu;e] 1961 dh /kkjk 17 ds vUrxZr Lekjd ds ewy Lo:Ik dks
u"V@foØ; djus ds vk/kkj ij dk;Zokgh dh tkosxh] ftlds fy;s og Lo;a ftEesnkj gksxkA
3- Lekjd@efUnj dks Dismembring djrs oDr iw.kZ lko/kkuh j[kuh gksxh rFkk ;fn dk;Z ds nkSjku
Lekjd@efUnj ds] dksbZ {kfr gqbZ rks mldh iw.kZ ftEesnkjh laons d dh gksxhA
4- dk;ksZa dks lEiknu gsrq ÅapkbZ@ikuh ds vUnj@yhM@'kVjhax@ldsQksYMhax bR;kfn fdlh Hkh izdkj dk vyx
ls Hkqxrku ns; ugha gksxkA
5- Lekjd@efUnj ds laj{k.k dk;Z ds nkSjku lqj{kk dh iw.kZ ftEesnkjh laons d dh gksxh] ;fn dksbZ ewfrZ bR;kfn
xk;c@pksjh gqbZ rks laons d ij fu;ekuqlkj dk;Zokgh dh tkosxhA
6- dk;Z ds nkSjku ikuh] fctyh ;k vU; fdlh Hkh vko';drk dk laons d dks Lo;a vius [kpsZa ij iwjk djuk gksxkA
7- dk;ksZa dk lEiknu ds fy;s laons d }kjk dk;Z LFky ij vfHk;Urk ,oa ekLVj ØkQ~VleSu yxk;s tkus vR;ko';d
gSA
8- laons d dks dk;Z LFky vfHk;Urk@lqijokbtj dk ;ksX;rk izek.k i= e; igpku i= izLrqr djuk gksxkA
9- laj{k.k ds nkSjku Lekjd@efUnj ds ewy f'kYi@LFkkiR;@ewfrZ;ka bR;kfn tks dke esa ugha vk lds]a mUgsa lqjf{kr
LFkku ij foHkkxh; vf/kdkjh dks laHkyokuk gksxkA
10- dk;Z LFky ij foHkkx }kjk cuk;s x;s Design ds vuq:i dk;Z fooj.k lwpuk iê yxkuk gksxkA
11- vekurk jkf’k dh okilh dk;Z lUrks"kizn gksus dh fLFkfr esa 24 ekg ckn jkf’k ykSVk;h tkosxhA
12- pwus ds dk;Z esa Gur, Gugal and Methi @ 4 Kg each for one Cum mortar feykuk vko’;d gksxk] ftldk
i`Fkd ls Hkqxrku ugh fd;k tkosxkA
eSa mijksDr leLr 'krksaZ ds fy, lger gw¡A
laosnd ds gLrk{kj
Department of Archeology & Museum,Rajasthan,Jaipur
Schedule G
Name of Work :- Upgradation Works of Government Museum at Mount Abu.
S.
Description
No.
Part "A" : civil work
1 Demolishing cement concrete manually/ by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer-in-charge.
a 1: 3: 6 or richer mix.
2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-charge:
In cement mortar.
3 Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of
serviceable material and disposal of unserviceable material within 50 meters lead.
4 Dismantling stone slab roofing over wooden karries and battens (dismantling karries and
battens to be paid for separately) including stacking of serviceable material and disposal of
unserviceable material within 50 meter lead:
5 Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster
including disposal of rubbish to the dumping ground within 50 meter lead.
6 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including
dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the
excavated soil and depositing and refilling of jhiri with watering & ramming and disposal
of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils
7 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/Lindane
(in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at
downward angle of 45 degree at 150mm centre to centre and sealing the same.
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
8 Providing and laying in position cement concrete including curing, compaction etc.
complete in specified grade excluding the cost of centering and shuttering - All work up to
plinth level.
M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Qnty
Rate
Unit
Amount
46.00
442.00
cum
20332.00
49.00
580.00
445.00
48.00
Cum
Sqm
21805.00
27840.00
2.00
485.00
Cum
970.00
950.00
10.00
Sqm
9500.00
58.00
124.00
Cum
7192.00
200.00
87.00
metre
17400.00
70.00
2665.00
Cum
186550.00
9 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement
Sand mortar above 30 CM thick wall in:
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
10 Random Rubble stone masonry with hard stone in superstructure above plinth level and
upto five level above 30cm. thick walls in :
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
11 Half brick masonry in foundation & plinth using bricks of designation 75
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
12 Centering & shuttering with plywood or steel sheets including strutting, propping bracing
both ways with steel props and removal of formwork for upto floor five level for :
b Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping
bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
13 Providing and laying in position specified grade of cement concrete for RCC structural
elements upto floor five level including curing, compaction, finishing with rendering in
cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of
plastizers( if required) excluding the cost of centering, shuttering and reinforcement for
Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies,
shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix
14 Add extra for providing richer mixes respectively at all floor levels
Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20
grade design mix.
15 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding (including cost of binding wire) all complete up to
floor five level.
Thermo-mechanically Treated bars (Conforming of relevent IS code)
16 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc.
complete fine finish :
25 mm thick
17 Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.)
thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1
white cement : 2 marble dust) with pigment to match the shade of the marble slab including
grinding, rubbing and polishing complete.
Keseriaji/ Abu Ambaji (Green Marble)
40.00
1967.00
Cum.
78680.00
200.00
2411.00
Cum.
482200.00
23.00
362.00
Sqm.
8326.00
317.00
236.00
Sqm
74812.00
40.00
3592.00
Cum
143680.00
40.00
57.00
Cum
2280.00
4000.00
69.00
Kg.
276000.00
1500.00
115.00
Sqm
172500.00
2
18
19
(a)
(b)
20
21
22
24
Above 3601 Cm Slabs
Providing and fixing Granite stone slab mirror polished and machine edge cut in walls,
pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement
mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement
: 2 marble dust) with pigment to match the shade of the marble slab including grinding,
rubbing and polishing complete.
Jhunjhunu / Jalore (Red / Choclate Colour)
Above 3601 Cm2 Slabs
Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters,
Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as
per design approved by Engineer-in-Charge.
Marble work
Granite work
Extra for Mirror polishing on marble work where ever required to give high gloss finish
complete.
Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green,
light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size
200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry
finished with flush pointing in the white cement mixed with pigment to match the shade of
the tile complete (excluding the cost of cement plaster on walls and pillar).
Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to
IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green,
light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement
slurry finished with flush pointing in the white cement mixed with pigment to match the
shade of the tile complete (including the cost of cement mortar bed 1:4).
Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or
black pipe with holdfast and fittings complete as per design and drawing including cutting
welding and fabrication with priming coat of red oxide
650.00
1218.00
Sqm.
791700.00
20.00
2669.00
Sqm.
53380.00
50.00
50.00
500.00
107.00
170
75.00
Metre
Metre
Sqm.
5350.00
8500.00
37500.00
100.00
514.00
Sqm.
51400.00
20.00
563.00
Sqm.
11260.00
400
74.00
Kg.
29600.00
25 Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095Part I at all height false ceiling including providing and fixing of frame work made of
special sections power pressed from M.S. sheet and galvanised in accordance with zinc
coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x
1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed
to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle
hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed
with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to
centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered
flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a
direction perpendicular to G.I. channel with connecting clips made out of 2.64mm
diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling
section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and
30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at
450mm centre to centre with 25mm long drive-all screws @ 230mm interval including
26 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)
finished with a floating coat of neat cement including cement slurry, making of lines or
groove etc complete but excluding the cost of nosing of steps etc. complete.
40mm thick with 20mm thick nominal size aggregate.
27 Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm
thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand
mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm
complete in all respects :
Red sand stone (Karauli stone)
28 Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping,
with full moulding if required laid on cement mortar 1:4 including pointing with admixture
of pigment matching with the stone shade.
75 mm thick
29 Filling of sunk portion of roof with earthen pots of required height including filling voids
with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by
50mm thick cement concrete 1:2:4 as per specification.
30 Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80
cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white
cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade.
31 Providing dab stone over Chajjas duly fixed in cement sand mortar 1:6 complete :
300.00
600.00
Sqm
180000.00
162.00
192.00
Sqm
31104.00
66.00
430.00
Sqm
28380.00
16.00
11.00
1153.00
985.00
Sqm.
Cum
18448.00
10835.00
40.00
612.00
Sqm.
24480.00
80mm thick.
32 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :
Flush / Ruled/ Struck or weathered pointing.
33 Finishing walls with textured exterior paint of required shade as per approved colour
complete as per manufacturers specifications including primer coat and protecting coat
Trowel Finish av. thickness 2000 to 2500 microns.
34 Providing and applying white cement based putty over plastered surface to prepare the
surface even and smooth complete
35 Providing & Laying POP Cornice of required design & pattern in ceiling including
nailing & scafollding etc. complete with fine finishing of size:
75mm x 75mm
36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an
even shade including all scaffolding:
Two or more coats on new work including prepartion of base with primer, putty, lippy etc
complete in all respect.
38 Painting with synthetic enamel paint of approved brand and manufacture to give an even
shade :
Two or more coats on new work
39 Grading roof for water proofing treatment with water proffing compound
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size)
40 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone
aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement :
3 fine sand) as per standard design :
41 Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9
Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30
Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2
marble dust mixed with water proofing compund all complete as per direction of Engineerin-charge.
Total Part A
40.00
639.00
Sqm.
25560.00
279.00
79.00
Sqm
22041.00
300.00
1500.00
301.00
72.00
Sqm
Sqm
90300.00
108000.00
150.00
400.00
102.00
51.00
Rm
Sqm
15300.00
20400.00
800.00
44.00
Sqm
35200.00
50.00
3260.00
Cum
163000.00
150.00
81.00
Mtr.
12150.00
300.00
231.00
Sqm
69300.00
3373255.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" : Sanitary work
S.
Description
No.
1 P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with
P or S trap including cutting and making good the wall and floor
2 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste
couplings, concealed iron brackets or screws etc complete.
Flat Back (large) or half stall size 610x400x80mm.
3 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make
with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark)
complete including cutting and making good the wall:
4 P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets
duly painted,
1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) &
32 mm C.P. brass waste coupling of approved make,
25 mm G.I. waste pipe complete including cutting & making good the wall.:
Size 550 mm x 400 mm
5 P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS
clamps including cutting and making good the walls and floors:
(A) 15mm dia nominal bore
'B' Class
(B) 25mm dia nominal bore
'B' Class
© 50 mm dia nominal bore
'B' Class
6 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash
basin, Gyser etc.
C.P. Inlet connection 15mm.Brass (IS : 8931 marked)
---do--- with 37 cm long thread and nut
7 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
(A) (-do-) 15mm nominal bore.
(B) (-do-) 25mm nominal bore.
Qnty
Rate
Unit
Amount
4.00
1295.00
Each
5180.00
4.00
3083.00
Each
12332.00
4.00
913.00
Each
3652.00
4.00
1730.00
Each
6920.00
100.00
135.00
rm
13500.00
100.00
230.00
rm
23000.00
100.00
428.00
rm
42800.00
12.00
803.00
Each
9636.00
15.00
12.00
248.00
435.00
rm
rmt.
3720.00
5220.00
© (-do-) 50 mm nominal bore.
8 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of
approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out
pipe with plug & socket, including making connection etc., complete of approved design:
500 (-do-)
9 Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved
make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth
in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete.
150mm dia
10 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W.
pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)(
Excluding cost of pipe)
150mm dia
11 P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make
complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick
C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster
in CM 1:3 complete as per approved design & type.
Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X
300mm.
12 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm
thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with
floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as
per design including disposal of surplus earth within a lead of 50 mtr.
-do- size 450 x 450mm depth upto 0.5 M Cement cover with frame
13 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make
including joining the pipe with solvent cement rubber ring and lubricant.
63 mm dia
75 mm dia
110 mm dia
14 Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick
masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside
plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C.
flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade
C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete
including disposal of surplus earth within 50 mtr. lead as per design :
12.00
4.00
1205.00
3000.00
rm
Each
14460.00
12000.00
100.00
323.00
rm
32300.00
100.00
388.00
rm
38800.00
6.00
836.00
Each
5016.00
15.00
1530.00
Each
22950.00
50.00
50.00
50.00
92.00
110.00
174.00
RM
RM
RM
4600.00
5500.00
8700.00
Depth up to 1.5 M
15 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15
Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm
thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls,
20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of
approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc.
complete as per approved drawing including disposal of surplus earth within a lead of 50
mtr:Size 400 x140x150 cm.(for 50 users)
Total of Part "B"
Total (A+B)
6.00
14323.00
Each
85938.00
1.00
40970.00
Each
40970.00
397194.00
3770449.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
G-SCHEDULE
Name of work :- Conservation, and development work of Tukda ka Makbara at Kishan garh, Ajmer.
Part "A" Based on PWD-BSR 2012
S.No.
Quantity
1
300.00
2
100.00
3
4
5
6
Description of Item
Unit
Rate
(in figure)
Amount
Earth work in excavation by mechanical means (Hydraulic
Excavator )/ manual means in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sum on plan)
including dressing of sides and ramming of bottoms, lift
Cum
124.00
37200.00
Earth work in excavation by mechanical means (Hydraulic
excavator )/ manual means over areas (exceeding 30cm in
depth. 1.5m in width as well as 10 sum on plan) including
disposal of excavated earth, lead upto 50m and lift upto
1.5 m , disposed earth to
20.00
Providing and laying in position cement concrete including
curing, compaction etc. complete in specified grade
excluding the cost of centering and shuttering - All work
up to plinth level.
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate
40 mm
5000.00 Providing and fixing steel gate, grating , and grills made of
angles, tees, square bars, flats,or black pipe with holdfast
and fittings complete as per design and drawing including
cutting welding and fabrication with priming coat of red
oxide
5000.00 Extra if square,rectangular hollow tubelar sections are
used or grill made by flats only
25.00
Random Rubble stone masonry for with hard stone in
foundation and plinth in Cement Sand mortar above 30
CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6Sand).
Cum
122.00
12200.00
Cum
2287.00
45740.00
Pkgs
74.00
370000.00
Pkgs
7.40
37000.00
Pcum
1967.00
49175.00
7
40.00
Pcum
Random Rubble stone masonry with hard stone in
superstructure above plinth level and upto five level
above 30cm. thick walls in :Cement Mortar 1:6 ( 1Cement : 6-Sand).
2411.00
Total Part A
96440.00
647755.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not
be entertained at the right of rejecting the tender remains with department.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" Based on A&M BSR 2011
S.No.
Quantity
1
150.00
2
200.00
Description of Item
Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including
preparation of mortar by traditional practice (by grinding)
in 3 course for base coarse and subsequent course & Loi,
tamping, beating, curring till the shrinkage cracks are
disappear. The work is to be
Providing & applying Lime kara 1:2 (1lime cream : 2
Zikki powder) grinding mortar with grinding
mill/manually on lime base,on all flat surface in two
coats.First coat applying 3mm to 4mm thick and curing
properly at least 7 days,second finishing coat done
Unit
Rate
(in figure)
Amount
Sqm
208.00
31200.00
Sqm
343.00
68600.00
3
30.00
4
20.00
5
50.00
6
100
7
8
120
200
9
40
Providing and fixing fine dressed sand stone "Cladding"
(Plain dressing only) as per existing matching , fixing in
grinded lime surkhi mortar 1:2 including pointing in cream
and stone powder 1:1 with an admixture of pigment to
match the shade of stone com
Providing and laying lime concrete in foundation and
plinth using 40% lime mortar and 20mm nominal size
graded aggregate (crusher broken ) including ramming and
watering complete in all respect comprising of : ( 1 Lime
putty : 2 Surkhi mortar.)
Tuman masonry by brick bats/ stones in grinded mortar of
Lime Surkhi mortar 1:2/lime sand mortar 1:2 including
racking and removal of all old loose plaster and cleaning
the wall surface properly as per direction of Engineer
Incharge.
Add extra over item no. 3.1 to 3.3.3 for Lime plaster work
done over Spherical or groin ceiling/ladao ceiling of doms.
Add extra for decorative/ornamental Lime surkhi 1:2
plaster work with fine finish making kangoora, flowers,
geometrical designs upto (khat) including preparation of
Lime surkhi mortar 1:2 as per tradititional practice adding
gur,methi,gugal etc.
Above 25mmand upto 40mm thick
Araish plaster (as per Jaipur practice) 1:2 ( 1 lime : 2
Zikki) on lime plaster or plane back ground including
preparation of lime for 6 months by slaking of lime with
curd and changing the water every week. The Kara plaster
of not more than 6mm thick is
Coloured plain Araish work 1:2 (1 lime : 2 zikki) on lime
plaster or plane back ground including preparation of lime
for 6 months by slaking of lime with curd and changing the
water every week. The Kara plaster of not more than 6mm
thick is to be left th
Sqm
1679.00
50370.00
Cum
2050.00
41000.00
Sqm
256.00
12800.00
Sqm
166.4
16640.00
0.00
Sqm
61800.00
Sqm
515.00
1418.00
283600.00
Sqm
1542.00
61680.00
10
50
150
Stucco work in lime, Surkhi, mortar (1:2) as per
existingdesign work/ traditional practices by skilled
craftsman,the stucco work should be done as per
restoration nature, the mortar should be prepared by
grinding mill adding gur,methi & gugal.. The thick
Providing & applying Lime kara 1:2 (1lime cream : 2
Zikki powder)
grinding mortar with grinding
mill/manually (on lime surkhi/sand plaster base) on
decorative/ornamental lime plaster in two coats.First coat
applying 3mm to 4mm thick and curing properly a
Total Part B
Sqm
1982.00
99100.00
Sqm
772.00
115800.00
842590.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not
be entertained at the right of rejecting the tender remains with department.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Archaeology and Museums Department
Name of work: Providing & fixing of Energy Efficent Street LED Solar Light on Decorative Heritage poles at Tukra Ka Makbara,Kishangarh,Ajmer.
SCHEDULE-G
Part "A" : Based on PWD ( Electrical ) BSR 2013
S.No.
Code No.
Description
1
E040100 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI
marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed
conduit/casing capping including making connections etc. as required. (Gr.-A-1)
a
b
c
2
E040107
E040123
E040126
E050200
a
E050205 50mm x 50mm x 6mm
3
E050500 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for
boxes/ frames including making holes for switches etc, with brass screws, washers/
zinc plated nut and bolts as required.
a
E050504 9.0 mm thick (Gr.-II)
4
E051100 P & F screw Clamp / Spring clamp type Terminal Blocks suitable for Din / Panel
mount with Nylon T.B., End Plate, Adjacent insulated Jumpers, End Stop, etc.
complete in all respect for following sizes. Gr.1
5
a
E051140
E051141
E051141C
E060100
Unit
Qty
Rate
Amount
100.00
10.00
10.00
43.87
83.46
140.17
4387.00
834.60
1401.70
Rmtr.
8.00
313.00
2504.00
Sqm.
1.50
1548.00
2322.00
Each
20.00
426.00
8520.00
Each
2.00
226.60
453.20
Each
20.00
166.10
3322.00
Rmtr.
2 x 2.5 sq.mm
Rmtr.
1 x 10.0 sq.mm
Rmtr.
1 x 16.0 sq.mm
P & F in position frame made out of M.S. angle (riveted or welded) finished with two
coats of red oxide and enamel paint including cutting, welding, holes etc.of following
sizes as required.
10 sq. mm.
One In One Out
6 way
P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10
KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC
60898 in existing board/sheets including making connections with lugs, testing etc. as
required. (Gr-A-1)
E060110 Single pole MCB
E060112 0.5Ato 5A rating
E060112
6 A to 32 A rating
b
E060140 Triple pole MCB
E060142 40 A to 63 A rating
6
E080100 SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised
cubical panel made out of CRCA sheet , required hardware ,duly treated for derusting
in 7 tank process with dephosphating and with powder coating on both side of panel in
desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm
thickness , separate detachable gland plate M.S. base channel ,hinged door with
locking arrangement for equipment/switchgear . Thickness of sheet shall not be less
than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above
600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base
M.S. channel if required . Side walls and cable alley compartments having bolted type
doors with / without detachable extension type structure. (only outer area on all sides
shall be measured & panel to be fabricated from CPRI approved fabricator).( Note:Deduct rate @20% if Panel fabricated from Non CPRI approved Fabricator.)
7
E081500 P & F of ac operated heavy duty 230 /440 Volt power contactor conforming to
IS:13947-4-1/IEC:947-4-1 having provision of mechanical interlocking, auuxilary
contacts, Din rail mounting type including making connections, testing etc. as required.
Each
Sqm.
4.00
6.00
1137.40
2752.00
4549.60
16512.00
Each
1.00
3950.00
3950.00
Each
1.00
3332.00
3332.00
Each
3.00
150.00
450.00
Each
1.00
250.00
250.00
Rmtr.
2.00
325.00
650.00
Rmtr.
4.00
670.00
2680.00
E081520 3 pole Power contactors with following AC 3 Rating (Gr.-1)
E0801515 40-50 amp
8
E082000 P&F of mechanical / digital time switch having following day / week programme and
minimum 100 hours reserve and AC1 rating of 16-20 amperes including making
connection, programming etc. as required. (Gr.-1)
a
E082001 One day & one week reserve (mechanical type )
9
E080800 SF of 110/220 V, LED (22.5 mm dia ) Indicating lamp with integral circuit, terminal
block, including connection etc. as required. Gr.1
E080801 Red/yellow/Green colour
E080802 Blue colour
10
E140700 P&F following size copper bus bar on insulators at approved spacing in existing
panel/bus bar chamber including making holes etc. as required
E140701 20 x 3 mm
E140702 25 x 5 mm
11
E100700 P&F 240/415 V porcelain kitkat fuse (/HBC type) conforming to IS:2086,1983 0n
existing board/ sheet including making connections with lugs, testing etc. as required.
Gr. I
E100706 100 A ,415 V
12
Each
3.00
413.00
1239.00
Each
3.00
4250.00
12750.00
E090713 Up to 100 Amp, 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
Each
E110100 P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with
copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in
ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick
under layer of sand,IInd class bricks covering, refilling earth,compaction of earth,
making necessary connection, testing etc. as required of size.(Notes:- 1 to 7 of Ch.-11
will be applicable if required.) Gr. I (Armoured)
E110104 10.0 Sq.mm
Rmtr.
E110104A 4 core
E110105 16.0 Sq.mm
Rmtr.
E110105C 4 core
E120100 Supplying and making one end termination with heavy duty single compression brass
gland SIBG type, heavy duty copper lugs duly crimped with crimping tool, PVC tape
etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium
conductor cable of 1100 volt grade as required of size.
1.00
6341.00
6341.00
500.00
170.00
85000.00
100.00
178.00
17800.00
30.00
75.00
2250.00
E090600 SITC of quick make and quick break 3 pole current limiting MCCB having following
current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C
settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised
adjustable, line load interchangeability, having positive isolation capability, provision
for UVR , shunt trip , earth fault trip, push ( test ) to trip, including making
connections with lugs & spreaders, etc. as required. Group-1
E090610 With Thermal Magnetic release
13
14
a
b
15
a
E090612 up to 100 Amp , 16 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
E090700 SITC of quick make and quick break 4 POLE current limiting MCCB having
following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L &
S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and
centralised adjustable, line load interchangeability, having positive isolation capability,
provision for UVR , shunt trip ,earth fault trip, push ( test ) to trip , including making
connections with lugs & spreaders, etc. as required.Gr-1
E090710 With Thermal Magnetic release
E120240 4 x 10.0 sq.mm
Set
b
16
17
18
b
19
20
21
E120241 4 x 16.0 sq.mm
E150200 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm
by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class
watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed
funnel, and C.C. finished chamber covered with hinged type with locking arrangement
C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt
and coke/charcoal, testing of earth resistance as required.
Set
Set
E150700 S & Laying following size earth wire/strip in horizontal or vertical run in
ground/surface/recess including riveting, soldering, saddles, making connection etc. as
required.
E150713 25mm x 3mm G.I. (Hot Dipped) Strip
Rmtr.
E150800 S & Laying following size' B ' class G.I. Pipe confirming to IS : 1239 P - 1 ( 1990 )
with accessories for laying earth conductor/strip / cable in ground/surface/recess as
required
Rmtr.
E150806 50 mm dia.
E213600 Supply and installation of spike of M.S. rod 20mm dia 3.0mtr. long for earthing of
(tower/pole) drive into earth by mechnical means sturcture connection the spike with
cross arm top hamper PCC pole, lattics tower to earth etc. complete as per technical
specification of DISCOM
Set
E120900 P / L of Double wall corrugated HDPE pipe confirming to IS : 14930 P - 1 & 2 with Rmtr.
HDPE Coupler at 1 mtr. Depth below the ground for laying cable including making the
trench and back filling , compaction of earth as required of Gemini or IS:14930 marked
make.
Outer Dia. / Inner dia. 50/55 mm
E223900 SITC of Cutting back up surface up to 2 Mtr. Depth by digging by Bogi including all Rmtr.
layers of crust for laying pipe line etc. and making good to original condition
(excluding cost of bitumen)
5.00
126.00
630.00
2.00
4250.00
8500.00
12.00
58.00
696.00
25.00
358.00
8950.00
30.00
50.00
650.00
100.00
19500.00
5000.00
50.00
360.00
18000.00
Total of Part "A"
242774.10
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" : Based on Non BSR Item
Sr. No.
1
I
II
III
IV
VI
VII
VIII
A
Description of item
Supply, installation, testing and commissioning of 05 KWp capacity stand alone solar
power plant complete in all respect with solar PV module, battery bank,s PCU, Battery
racks, control panel, copper cable, connectors, earthings,lightning arrestor with suitable
GI strips, & other accessories etc as reqd.for smooth operation of plant as per
specifications below:
CONTINOUS KW CAPACITY : 05 KWp
ARRAY CONFIGURATIOIN : As per standard Wattage of modules
NOMINAL ARRAY VOLTAGE (DC) :120V DC (MINIMUM)
OUTPUT VOLTAGE : 230V, 50 Hz
INVERTER EFFECIENCY : 92% (AT FULL LOAD)
BATTERY BANK CAPACITY : 96 V, 300 AH @C 10
INVERTER TYPE : SINGLE PHASE,230 Volt,50 c/s
SOLAR MODULE
Multi Crystalline silicon terrestrial high power solar cells shall be used in solar photo
voltaic module as per IEC 61215/ IS:14286 & IEC 61730 - latest standared & each PV
module used must have a RF identificatiion tag. The maximum power rating shall not
be less than 230 Wp +-3%. To connect the solar modules interconnectioin cables shall
be provided & photo electric conversion effeciency of SPV modules shall be greater
than 14% It shall perform satisfactorily in relative humidity upto 100% with
temperature variation betweel 0 Degree C. to 50 Degree C. with stand gust upto 200
KM/Hr from back side of panel.
Protective devices against surges at the PV module shall be provided. PV module must
be warranted for output wattage which should not be less than 90% at the end of 12
years & 80% at the end of 25 Years. The solar module shall have a front cover of high
transmission (Greater than 91%) tempered and textured glass 3.2 mm thick with
anodized aluminium alloy frame material to protect the silicon cells damage. The fill
factor of module shall not be less than 0.70. Modules alignment & tilt angle shall be
calculated to provide the maximum annual energy output. The typical open circuit
voltage of module shall be 36.35 V DC & short circuit current should not exceed by
8.15 Amp. The module shall have high voltage with stand insulation level (URMS)
3KV DC for 1 Min.
Unit
Qty.
Each
1.00
Rate To be quoted
Amount
The module mounting structure shall be made of hot dipped galvanized M.S. All nut &
bolts shall be of high quality stainless steel. The minimum clearance of the lowest part
of module structure & ground level be designed to allow easy replacement of any
module. The legs of the structure will be fixed in cement concerete mix of ratio 1:1.5:3
after excavatioin of soi & pit as per need.
The junction boxes shall be as per IP 65, 4 terminal with 3 bypass metal oxide variastor
IEC 62208 or relevant BIS & made of FRP/ABS/Thermo plastic. The terminals shall
be connected to copper bus bas arrangement of reqd. size & junctiion box shall be
fitted with cable glands as per reqd. cable size for both incoming & outgoing cable.
B
I
II
III
IV
V
VI
VII
VIII
IX
X
XI
XIII
POWER CONDITIOINING UNIT (PCU):The power conditioning unit comprises of charge controller & invirter and shall be P.Job
supplied as integrated or separate units. Maximum power point tracker (MPPT) shall
be integrated into PCU & should be microprocessor/micro controller based to
minimized power losses. The efficieycy of MPPT shall not be less than 90% & should
be suitably designed to meet array capacityh. The encloser for PCU shall comply with
IP 30 suitable for indoor application & PCU shall be cooled with suitable fan. Local
instrumentation shall be provided on PCU with standard protective device. The DC
distribution board shall be provided in between PCU and solar array with suitable
ratintg. The PCU has in-built microprocessor based controls. The inverter is designed
in such a way that it will synchronize with the utility (grid) power with respect to the
Voltage and frequency of Grid and it corrects itself according to the grid parameters
within its settable limits. The inverter will sense the array power and grid power; if
both are availableith ceiling section and perimeter channels 0.5mm thick 27mm high
having flang
The PCU has internal self protection in case of any fault in the grid. Also the PCU has
inbuilt contactors/breakers with fuses for self protections.
Designed peak power :05 KVA
Inverter: 230 AC VOLT
Designed continous power : 05KVA
Over Load capacity: Upto 125% for 10 Min.
DC bus voltage : 96 V DC (Minimum)
Min. Operating Voltage (DC) : 96V DC
Output Voltage 230 V AC (Nominal)
Frequency : 50+-0.5 Hz.
Power factor : 1.0 P.F. (Lag)
Operating range of ambient Temp. : 5-50 Degree Celcius.
Operating range of Humidity: 0-95% Non condensing
Inverter operation logic :(i) Ist Priority : Solar
(ii) 2nd Priority : Battery
1.00
XIV
XV
XVI
XVII
XVIII
XIX
XX
XXI
XXII
XXIII
XXIV
(iii) 3rd Priority : Grid
Inverter will synchronise with grid when battery is low (1.95 VPC) and solar is not
sufficient to support load. After synchronisation with grid, grid will supply the load and
charge the battery upto 2.15 VPC and again change to standalone mode.
Inverter Protectioin & Features: Inverter continuous overload protection.
Internal protection system : Inverter peak current (short circuit) protection.
Using electronic detection : (i) Heat sink over temperature protection
(ii) Over/under voltage AC voltage proctectioin.
(iii) Over/under frequency protection
(iv) Battery High/Low voltage protection.
Front Panel Display (LCD) : LCD panel with memberane keypad display for the
following:i) Grid and inverter per phase KW, Kva, voltage, current, PF Fre.
ii) Grid and inverter on line status
iii) Solar charge current and ambient temperature.
iv) Heat sink and cbinet temperature.
v) Solar Panel, Battery & Ambient temperature.
kWh summation: Invetter, Grid, Solar, Battery, Load system set points, event logs and
data logs.
Front Panel Controls (via keypad): Auto/Manual Mode selection-grid, inverter.
Front panel analog metering : Battery voltage & battery current, solar voltage &
current.
Circuit Breakers : Grid Input, Inverter Output Solar arran input (with shunt Trip),
Battery Input.
RFI: Designed to minimise both conducted and radiated RFI emissions.
Cooling : Temperature controlled, fan forced cooling.
Cable Termination: All cable entry to and from the PCU shall be fully sheathed to
prevent access of rodents, termites or other insects into the PCU from bottom/top or
front/rear of the PCU Termination from Rear side, Terminals should be covered
suitablity.
DATA LOGGING FACILITY
(i) Computer Port : Isolated RS 232 Port. Modbus protocol.
(ii) Computer Access : The system includes a local access port as well as a
telecommunication dial up package incorporating a standard PTSN
Modem or GSM Modem for remote access. (OPTIONAL)
(iii) System features : Time and date stamped log entries.
Time and date annotated fault log, holding the fault description and operating statistics.
View and change system set point configurations remotely
Bulk log download for data importation into a spread sheet where applicable.
C
I
II
III
IV
V
VI
VII
(iv) Logging Attributes: A summary of the data logging abilities supplied with the
control system for instantaneous viewing and periodic logging are listed below:
(v) System summations: Inverter & Grid Import & Export kWh
Grid import & export kWh.
Load kWh, Run Hours.
(vi) System Parameters: Inverter & Grid Kva, KW, Voltage, Amps, pf, frequency
Solar panel & Battery temperature, Ambient temperature
Solar charge current
Battery voltage & current, Voltage per cell, Battery temp.
BATTERY BANK:The battery shall be Low maintance lead acid tubular(LMLA) type confirming to P.Job
IS:15549. The tensil strength of the material of the container shall be such that it can
handle internal pressure of the cell in extream working condition. The battery capacity
is to be designed C-10 Rate, l. The battery shall be suitable for recharging by means of
solar modules via solar charge regulators. The self discharge of battery shall be less
than 3% per month at 27 Degree Cel. & less than 6% per month at 30 Degree Cel.
The charge efficiency shall be more than 90% at 70% state of charge. The batteries
shall be mounted on suitable rack structure as per requirement of side & directiion of
engineer in charge & inter connection links shall be provided for interconnecting the
cells in series & in parallel as needed with insulated terminal cover on battery. The
protective panel for battery than should be provided complete in all respect.
Battery bank capacity : 300 AH @C-10 Rate.(MINIUMUM)
Rating of each cell : 2 Volt
Type of container : PP Type
Specific gravity of electrolyte : 1.240 at 27 Degree Cel.
Type of vent plug : micro porous vent plug.
Type of terminals : Lead.
Maximum depth of discharge : 80%
System Requirements :
Duty cycle Dusk-to-down automatic switch on/off System protections Overcharge
protection for battery Deep discharge protection for battery Reverse polarity protection
for panel and battery temperature compensated charging for battery
IEC standards for above component
Following Test certificates to be enclosed for all the above standard at a time of
installation.
IEC 61215: Solar panel (certificate to be enclosed for solar panel)
EN 50530: MPPT performance evaluation
IEC 62124: Solar standalone system performance
IEC 61347-2-13: LED driver safety
IEC 62384: LED driver performance
1.00
CISPR 15: Radio disturbance characteristics
IEC 61547: EMC immunity requirements
IEC 60598: General requirement and tests
Total of Part "B"
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
Part "C" : Based on Non BSR Item
Sr. No.
1
2
Description of item
P & F IP-66 protected LED street light Luminaire on existing bracket. Fixture made
from powder coated single piece pressure die cast aluminium housing with Heat
dissipation fins on housing and toughened glass. The total of 30 LEDs to be operated at
1W minimum and should be of CREE / NICHIA / OSRAM / PHILIPS make. Total
input power of Luminaire should be <=36W, system Lumen output of 3600 Lumens,
Color Temperature 5600 – 6500 K. Integrated SMPS based LED Driver shall be of
efficiency > 85% , THD <20% and Power Factor> 0.9. The input Voltage range should
be 85VAC to 280VAC. Lenses to be used with minimum beam angle of 120°X60° .
The system should be in compliance to IEC standards System life of 25,000 Burning
Hours with 70% of initial Lumens maintained. (Luminaire Make: Phillips/ Thorn/ CG/
Havells/ Daisun)
Providing and fixing decorative cast iron pole ( as per approved design & drawing
given by Engineer incharge) of following length and inbuilt battery box at the bottom
of pole with base plate on the cement concrete foundation of M-15 grade (1: 1.5: 3)
with the help of anchor bolts of grade 6.8 (IS 1367 P III). The pole shall be made of
cast iron as per IS 210: 1993, precision machining and filling job to achieve good
finish and a fine coat of primer on each element before assembling. After assembling
of each element one coat of primer and two coats of P.U. paint are applied. Approved
coloured UV resist coating of mat/glossy/metallic finish followed after air drying of
pole. The height of pole in all respect.4.0 mtr. above the foundation as per direction of
Engineer incharge.
Unit
Each
Qty.
20.00
Each
20.00
Rate To be quoted
Amount
Total of Part "C"
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
Archaeology and Museums Department
Name of work: Providing & fixing of Energy Efficent Street LED Light on Decorative Heritage poles at Shiv Temple,Jain Temple& Dargah
at Manpura Bhakari,Pali.
SCHEDULE-G
Part "A" : Based on PWD ( Electrical ) BSR 2013
S.No.
1
a
b
c
2
Code No.
Description
E050205 50mm x 50mm x 6mm
3
E050500 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for
boxes/ frames including making holes for switches etc, with brass screws, washers/
zinc plated nut and bolts as required.
a
E050504 9.0 mm thick (Gr.-II)
4
E051100 P & F screw Clamp / Spring clamp type Terminal Blocks suitable for Din / Panel
mount with Nylon T.B., End Plate, Adjacent insulated Jumpers, End Stop, etc.
complete in all respect for following sizes. Gr.1
a
Qty
Rate
Amount
100.00
10.00
10.00
43.87
83.46
140.17
4387.00
834.60
1401.70
Rmtr.
8.00
313.00
2504.00
Sqm.
1.50
1548.00
2322.00
Each
20.00
426.00
8520.00
E040100 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI
marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed
conduit/casing capping including making connections etc. as required. (Gr.-A-1)
Rmtr.
E040107 2 x 2.5 sq.mm
Rmtr.
E040123 1 x 10.0 sq.mm
Rmtr.
E040126 1 x 16.0 sq.mm
E050200 P & F in position frame made out of M.S. angle (riveted or welded) finished with two
coats of red oxide and enamel paint including cutting, welding, holes etc.of following
sizes as required.
a
5
Unit
E051140
E051141
E051141C
E060100
10 sq. mm.
One In One Out
6 way
P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10
KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC
60898 in existing board/sheets including making connections with lugs, testing etc. as
required. (Gr-A-1)
E060110 Single pole MCB
E060112 0.5Ato 5A rating
E060112
b
6 A to 32 A rating
Each
2.00
226.60
453.20
Each
20.00
166.10
3322.00
Each
Sqm.
4.00
6.00
1137.40
2752.00
4549.60
16512.00
Each
1.00
3950.00
3950.00
Each
1.00
3332.00
3332.00
Each
3.00
150.00
450.00
Each
1.00
250.00
250.00
Rmtr.
2.00
325.00
650.00
E060140 Triple pole MCB
E060142 40 A to 63 A rating
6
E080100 SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised
cubical panel made out of CRCA sheet , required hardware ,duly treated for derusting
in 7 tank process with dephosphating and with powder coating on both side of panel in
desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm
thickness , separate detachable gland plate M.S. base channel ,hinged door with
locking arrangement for equipment/switchgear . Thickness of sheet shall not be less
than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above
600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base
M.S. channel if required . Side walls and cable alley compartments having bolted type
doors with / without detachable extension type structure. (only outer area on all sides
shall be measured & panel to be fabricated from CPRI approved fabricator).( Note:Deduct rate @20% if Panel fabricated from Non CPRI approved Fabricator.)
7
E081500 P & F of ac operated heavy duty 230 /440 Volt power contactor conforming to
IS:13947-4-1/IEC:947-4-1 having provision of mechanical interlocking, auuxilary
contacts, Din rail mounting type including making connections, testing etc. as required.
E081520 3 pole Power contactors with following AC 3 Rating (Gr.-1)
E0801515 40-50 amp
8
E082000 P&F of mechanical / digital time switch having following day / week programme and
minimum 100 hours reserve and AC1 rating of 16-20 amperes including making
connection, programming etc. as required. (Gr.-1)
a
E082001 One day & one week reserve (mechanical type )
9
E080800 SF of 110/220 V, LED (22.5 mm dia ) Indicating lamp with integral circuit, terminal
block, including connection etc. as required. Gr.1
E080801 Red/yellow/Green colour
E080802 Blue colour
10
E140700 P&F following size copper bus bar on insulators at approved spacing in existing
panel/bus bar chamber including making holes etc. as required
E140701 20 x 3 mm
E140702 25 x 5 mm
11
Rmtr.
4.00
670.00
2680.00
Each
3.00
413.00
1239.00
Each
3.00
4250.00
12750.00
E090713 Up to 100 Amp, 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
Each
E110100 P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with
copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in
ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick
under layer of sand,IInd class bricks covering, refilling earth,compaction of earth,
making necessary connection, testing etc. as required of size.(Notes:- 1 to 7 of Ch.-11
will be applicable if required.) Gr. I (Armoured)
E110104 10.0 Sq.mm
Rmtr.
E110104A 4 core
E110105 16.0 Sq.mm
Rmtr.
E110105C 4 core
E120100 Supplying and making one end termination with heavy duty single compression brass
gland SIBG type, heavy duty copper lugs duly crimped with crimping tool, PVC tape
etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium
conductor cable of 1100 volt grade as required of size.
1.00
6341.00
6341.00
500.00
170.00
85000.00
100.00
178.00
17800.00
30.00
75.00
2250.00
E100700 P&F 240/415 V porcelain kitkat fuse (/HBC type) conforming to IS:2086,1983 0n
existing board/ sheet including making connections with lugs, testing etc. as required.
Gr. I
E100706 100 A ,415 V
12
13
E090600 SITC of quick make and quick break 3 pole current limiting MCCB having following
current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C
settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised
adjustable, line load interchangeability, having positive isolation capability, provision
for UVR , shunt trip , earth fault trip, push ( test ) to trip, including making
connections with lugs & spreaders, etc. as required. Group-1
E090610 With Thermal Magnetic release
E090612 up to 100 Amp , 16 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
E090700 SITC of quick make and quick break 4 POLE current limiting MCCB having
following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L &
S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and
centralised adjustable, line load interchangeability, having positive isolation capability,
provision for UVR , shunt trip ,earth fault trip, push ( test ) to trip , including making
connections with lugs & spreaders, etc. as required.Gr-1
E090710 With Thermal Magnetic release
14
a
b
15
a
E120240 4 x 10.0 sq.mm
Set
b
16
17
18
b
19
20
21
E120241 4 x 16.0 sq.mm
Set
E150200 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm
by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class
watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed
funnel, and C.C. finished chamber covered with hinged type with locking arrangement
C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt
and coke/charcoal, testing of earth resistance as required.
Set
E150700 S & Laying following size earth wire/strip in horizontal or vertical run in
ground/surface/recess including riveting, soldering, saddles, making connection etc. as
required.
E150713 25mm x 3mm G.I. (Hot Dipped) Strip
Rmtr.
E150800 S & Laying following size' B ' class G.I. Pipe confirming to IS : 1239 P - 1 ( 1990 )
with accessories for laying earth conductor/strip / cable in ground/surface/recess as
required
Rmtr.
E150806 50 mm dia.
E213600 Supply and installation of spike of M.S. rod 20mm dia 3.0mtr. long for earthing of
(tower/pole) drive into earth by mechnical means sturcture connection the spike with
cross arm top hamper PCC pole, lattics tower to earth etc. complete as per technical
specification of DISCOM
Set
E120900 P / L of Double wall corrugated HDPE pipe confirming to IS : 14930 P - 1 & 2 with Rmtr.
HDPE Coupler at 1 mtr. Depth below the ground for laying cable including making the
trench and back filling , compaction of earth as required of Gemini or IS:14930 marked
make.
Outer Dia. / Inner dia. 50/55 mm
E223900 SITC of Cutting back up surface up to 2 Mtr. Depth by digging by Bogi including all Rmtr.
layers of crust for laying pipe line etc. and making good to original condition
(excluding cost of bitumen)
5.00
126.00
630.00
2.00
4250.00
8500.00
12.00
58.00
696.00
25.00
358.00
8950.00
30.00
50.00
650.00
100.00
19500.00
5000.00
50.00
360.00
18000.00
Total of Part "A"
242774.10
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" : Based on Non BSR Item
Sr. No.
1
I
II
III
IV
VI
VII
VIII
A
Description of item
Supply, installation, testing and commissioning of 05 KWp capacity stand alone solar
power plant complete in all respect with solar PV module, battery bank,s PCU, Battery
racks, control panel, copper cable, connectors, earthings,lightning arrestor with suitable
GI strips, & other accessories etc as reqd.for smooth operation of plant as per
specifications below:
CONTINOUS KW CAPACITY : 05 KWp
ARRAY CONFIGURATIOIN : As per standard Wattage of modules
NOMINAL ARRAY VOLTAGE (DC) :120V DC (MINIMUM)
OUTPUT VOLTAGE : 230V, 50 Hz
INVERTER EFFECIENCY : 92% (AT FULL LOAD)
BATTERY BANK CAPACITY : 96 V, 300 AH @C 10
INVERTER TYPE : SINGLE PHASE,230 Volt,50 c/s
SOLAR MODULE
Multi Crystalline silicon terrestrial high power solar cells shall be used in solar photo
voltaic module as per IEC 61215/ IS:14286 & IEC 61730 - latest standared & each PV
module used must have a RF identificatiion tag. The maximum power rating shall not
be less than 230 Wp +-3%. To connect the solar modules interconnectioin cables shall
be provided & photo electric conversion effeciency of SPV modules shall be greater
than 14% It shall perform satisfactorily in relative humidity upto 100% with
temperature variation betweel 0 Degree C. to 50 Degree C. with stand gust upto 200
KM/Hr from back side of panel.
Protective devices against surges at the PV module shall be provided. PV module must
be warranted for output wattage which should not be less than 90% at the end of 12
years & 80% at the end of 25 Years. The solar module shall have a front cover of high
transmission (Greater than 91%) tempered and textured glass 3.2 mm thick with
anodized aluminium alloy frame material to protect the silicon cells damage. The fill
factor of module shall not be less than 0.70. Modules alignment & tilt angle shall be
calculated to provide the maximum annual energy output. The typical open circuit
voltage of module shall be 36.35 V DC & short circuit current should not exceed by
8.15 Amp. The module shall have high voltage with stand insulation level (URMS)
3KV DC for 1 Min.
Unit
Qty.
Each
1.00
Rate To be quoted
Amount
The module mounting structure shall be made of hot dipped galvanized M.S. All nut &
bolts shall be of high quality stainless steel. The minimum clearance of the lowest part
of module structure & ground level be designed to allow easy replacement of any
module. The legs of the structure will be fixed in cement concerete mix of ratio 1:1.5:3
after excavatioin of soi & pit as per need.
The junction boxes shall be as per IP 65, 4 terminal with 3 bypass metal oxide variastor
IEC 62208 or relevant BIS & made of FRP/ABS/Thermo plastic. The terminals shall
be connected to copper bus bas arrangement of reqd. size & junctiion box shall be
fitted with cable glands as per reqd. cable size for both incoming & outgoing cable.
B
I
II
III
IV
V
VI
VII
VIII
IX
X
XI
XIII
POWER CONDITIOINING UNIT (PCU):The power conditioning unit comprises of charge controller & invirter and shall be P.Job
supplied as integrated or separate units. Maximum power point tracker (MPPT) shall
be integrated into PCU & should be microprocessor/micro controller based to
minimized power losses. The efficieycy of MPPT shall not be less than 90% & should
be suitably designed to meet array capacityh. The encloser for PCU shall comply with
IP 30 suitable for indoor application & PCU shall be cooled with suitable fan. Local
instrumentation shall be provided on PCU with standard protective device. The DC
distribution board shall be provided in between PCU and solar array with suitable
ratintg. The PCU has in-built microprocessor based controls. The inverter is designed
in such a way that it will synchronize with the utility (grid) power with respect to the
Voltage and frequency of Grid and it corrects itself according to the grid parameters
within its settable limits. The inverter will sense the array power and grid power; if
both are availableith ceiling section and perimeter channels 0.5mm thick 27mm high
having flang
The PCU has internal self protection in case of any fault in the grid. Also the PCU has
inbuilt contactors/breakers with fuses for self protections.
Designed peak power :05 KVA
Inverter: 230 AC VOLT
Designed continous power : 05KVA
Over Load capacity: Upto 125% for 10 Min.
DC bus voltage : 96 V DC (Minimum)
Min. Operating Voltage (DC) : 96V DC
Output Voltage 230 V AC (Nominal)
Frequency : 50+-0.5 Hz.
Power factor : 1.0 P.F. (Lag)
Operating range of ambient Temp. : 5-50 Degree Celcius.
Operating range of Humidity: 0-95% Non condensing
Inverter operation logic :(i) Ist Priority : Solar
(ii) 2nd Priority : Battery
1.00
XIV
XV
XVI
XVII
XVIII
XIX
XX
XXI
XXII
XXIII
XXIV
(iii) 3rd Priority : Grid
Inverter will synchronise with grid when battery is low (1.95 VPC) and solar is not
sufficient to support load. After synchronisation with grid, grid will supply the load and
charge the battery upto 2.15 VPC and again change to standalone mode.
Inverter Protectioin & Features: Inverter continuous overload protection.
Internal protection system : Inverter peak current (short circuit) protection.
Using electronic detection : (i) Heat sink over temperature protection
(ii) Over/under voltage AC voltage proctectioin.
(iii) Over/under frequency protection
(iv) Battery High/Low voltage protection.
Front Panel Display (LCD) : LCD panel with memberane keypad display for the
following:i) Grid and inverter per phase KW, Kva, voltage, current, PF Fre.
ii) Grid and inverter on line status
iii) Solar charge current and ambient temperature.
iv) Heat sink and cbinet temperature.
v) Solar Panel, Battery & Ambient temperature.
kWh summation: Invetter, Grid, Solar, Battery, Load system set points, event logs and
data logs.
Front Panel Controls (via keypad): Auto/Manual Mode selection-grid, inverter.
Front panel analog metering : Battery voltage & battery current, solar voltage &
current.
Circuit Breakers : Grid Input, Inverter Output Solar arran input (with shunt Trip),
Battery Input.
RFI: Designed to minimise both conducted and radiated RFI emissions.
Cooling : Temperature controlled, fan forced cooling.
Cable Termination: All cable entry to and from the PCU shall be fully sheathed to
prevent access of rodents, termites or other insects into the PCU from bottom/top or
front/rear of the PCU Termination from Rear side, Terminals should be covered
suitablity.
DATA LOGGING FACILITY
(i) Computer Port : Isolated RS 232 Port. Modbus protocol.
(ii) Computer Access : The system includes a local access port as well as a
telecommunication dial up package incorporating a standard PTSN
Modem or GSM Modem for remote access. (OPTIONAL)
(iii) System features : Time and date stamped log entries.
Time and date annotated fault log, holding the fault description and operating statistics.
View and change system set point configurations remotely
Bulk log download for data importation into a spread sheet where applicable.
C
I
II
III
IV
V
VI
VII
(iv) Logging Attributes: A summary of the data logging abilities supplied with the
control system for instantaneous viewing and periodic logging are listed below:
(v) System summations: Inverter & Grid Import & Export kWh
Grid import & export kWh.
Load kWh, Run Hours.
(vi) System Parameters: Inverter & Grid Kva, KW, Voltage, Amps, pf, frequency
Solar panel & Battery temperature, Ambient temperature
Solar charge current
Battery voltage & current, Voltage per cell, Battery temp.
BATTERY BANK:The battery shall be Low maintance lead acid tubular(LMLA) type confirming to P.Job
IS:15549. The tensil strength of the material of the container shall be such that it can
handle internal pressure of the cell in extream working condition. The battery capacity
is to be designed C-10 Rate, l. The battery shall be suitable for recharging by means of
solar modules via solar charge regulators. The self discharge of battery shall be less
than 3% per month at 27 Degree Cel. & less than 6% per month at 30 Degree Cel.
The charge efficiency shall be more than 90% at 70% state of charge. The batteries
shall be mounted on suitable rack structure as per requirement of side & directiion of
engineer in charge & inter connection links shall be provided for interconnecting the
cells in series & in parallel as needed with insulated terminal cover on battery. The
protective panel for battery than should be provided complete in all respect.
Battery bank capacity : 300 AH @C-10 Rate.(MINIUMUM)
Rating of each cell : 2 Volt
Type of container : PP Type
Specific gravity of electrolyte : 1.240 at 27 Degree Cel.
Type of vent plug : micro porous vent plug.
Type of terminals : Lead.
Maximum depth of discharge : 80%
System Requirements :
Duty cycle Dusk-to-down automatic switch on/off System protections Overcharge
protection for battery Deep discharge protection for battery Reverse polarity protection
for panel and battery temperature compensated charging for battery
IEC standards for above component
Following Test certificates to be enclosed for all the above standard at a time of
installation.
IEC 61215: Solar panel (certificate to be enclosed for solar panel)
EN 50530: MPPT performance evaluation
IEC 62124: Solar standalone system performance
IEC 61347-2-13: LED driver safety
IEC 62384: LED driver performance
1.00
CISPR 15: Radio disturbance characteristics
IEC 61547: EMC immunity requirements
IEC 60598: General requirement and tests
Total of Part "B"
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
Part "C" : Based on Non BSR Item
Sr. No.
1
2
Description of item
P & F IP-66 protected LED street light Luminaire on existing bracket. Fixture made
from powder coated single piece pressure die cast aluminium housing with Heat
dissipation fins on housing and toughened glass. The total of 30 LEDs to be operated at
1W minimum and should be of CREE / NICHIA / OSRAM / PHILIPS make. Total
input power of Luminaire should be <=36W, system Lumen output of 3600 Lumens,
Color Temperature 5600 – 6500 K. Integrated SMPS based LED Driver shall be of
efficiency > 85% , THD <20% and Power Factor> 0.9. The input Voltage range should
be 85VAC to 280VAC. Lenses to be used with minimum beam angle of 120°X60° .
The system should be in compliance to IEC standards System life of 25,000 Burning
Hours with 70% of initial Lumens maintained. (Luminaire Make: Phillips/ Thorn/ CG/
Havells/ Daisun)
Providing and fixing decorative cast iron pole ( as per approved design & drawing
given by Engineer incharge) of following length and inbuilt battery box at the bottom
of pole with base plate on the cement concrete foundation of M-15 grade (1: 1.5: 3)
with the help of anchor bolts of grade 6.8 (IS 1367 P III). The pole shall be made of
cast iron as per IS 210: 1993, precision machining and filling job to achieve good
finish and a fine coat of primer on each element before assembling. After assembling
of each element one coat of primer and two coats of P.U. paint are applied. Approved
coloured UV resist coating of mat/glossy/metallic finish followed after air drying of
pole. The height of pole in all respect.4.0 mtr. above the foundation as per direction of
Engineer incharge.
Unit
Each
Qty.
20.00
Each
20.00
Rate To be quoted
Amount
Total of Part "C"
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
Department of Archaeology & Museum Rajasthan ,Jaipur
Name of Work :- Upgradation Works of Government Museum at Chandrawati
SCHEDULE G
Part A "Civil Work"
Based on PWD BSR 2012
S.N. PARTICULAR
QNTY
Rate
Unit
1 Demolishing stone rubble masonry manually/ by mechanical means including 10.00
445.00
Pcum
stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in-charge:
2 Demolishing cement concrete manually/ by mechanical means including disposal
of material within 50 metres lead as per direction of Engineer-in-charge.
a 1: 3: 6 or richer mix.
5.00
442.00
Pcum
3 Dismantling old plaster or skirting, raking out joints and cleaning the surface for 627.00
10.00
Psqm
plaster including disposal of rubbish to the dumping ground within 50 meter lead.
4
5
6
7
8
9
10
b
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing
of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and
depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as
directed with in a lead of 50 meter.
All kinds of soils
Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/Lindane (in oil
or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle
of 45 degree at 150mm centre to centre and sealing the same.
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
Providing and laying in position cement concrete including curing, compaction etc. complete in
specified grade excluding the cost of centering and shuttering - All work up to plinth level.
M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand
mortar above 30 CM thick wall in:
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five
level above 30cm. thick walls in :
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Half brick masonry in foundation & plinth using bricks of designation 75
Cement mortar 1 : 3 (1 cement : 3 coarse sand)
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both
ways with steel props and removal of formwork for upto floor five level for :
Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed
plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
18.00
1000.00
Amount
4450.00
2210.00
6270.00
124.00
Pcum
2232.00
87.00
RM
87000.00
38.00
2665.00
Pcum
101270.00
46.00
1967.00
Pcum
90482.00
121.00
2411.00
Pcum
291731.00
23.00
424.00
Psqm
9752.00
449.00
236.00
Psqm
105964.00
11 Providing and laying in position specified grade of cement concrete for RCC structural elements
3592.00
Pcum
244256.00
57.00
Pcum
3876.00
69.00
pkgs
460437.00
115.00
Psqm
184920.00
105.00
Psqm
47145.00
1218.00
Psqm
14616.00
6.00
2669.00
Psqm
16014.00
Above 3601 Cm2 Slabs
Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities
etc. including machine polishing to edge to give high gloss finish etc. complete as per design
approved by Engineer-in-Charge.
Marble work
Granite Work
Extra for Mirror polishing on marble work where ever required to give high gloss finish complete.
25.00
25.00
12.00
107.00
170.00
60.00
RM
RM
84.00
2675.00
4250.00
720.00
20 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light
96.00
514.00
Psqm
49344.00
12
13
14
15
16
17
18
19
68.00
upto floor five level including curing, compaction, finishing with rendering in cement sand
mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if
required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended
floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels,
bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix
Add extra for providing richer mixes respectively at all floor levels
Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade 68.00
design mix.
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, 6673.00
bending, placing in position and binding (including cost of binding wire) all complete up to floor
five level.
Thermo-mechanically Treated bars (Conforming of relevent IS code)
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. 1608.00
complete fine finish :
25 mm thick
Plaster on new surface on walls in cement sand mortar 1:3 including racking of joint etc. 449.00
complete fine finish :
12 mm thick
Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick
base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement
: 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing
and polishing complete.
Keseriaji/ Abu Ambaji (Green Marble)
12.00
Above 3601 Cm2 Slabs
Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars,
steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1
cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust)
with pigment to match the shade of the marble slab including grinding, rubbing and polishing
complete.
Jhunjhunu / Jalore (Red / Choclate Colour)
blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x
300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush
pointing in the white cement mixed with pigment to match the shade of the tile complete
(excluding the cost of cement plaster on walls and pillar).
21 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS :
22
23
24
25
26
13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue
and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with
flush pointing in the white cement mixed with pigment to match the shade of the tile complete
(including the cost of cement mortar bed 1:4).
Providing and fixing 75 mm wide Decorative Border in different shades and in all coloures
in glazed tiles laid over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and
jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with
pigment of matching shade complete.
Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black
pipe with holdfast and fittings complete as per design and drawing including cutting welding and
fabrication with priming coat of red oxide
Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095- Part
I at all height false ceiling including providing and fixing of frame work made of special
sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade
350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges
of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener
12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required
length, and other end of angle hanger being fixed with nut and bolts to G.I. channels
45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm
thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at
450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting
clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the
gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having
flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of
rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished
with a floating coat of neat cement including cement slurry, making of lines or groove etc
complete but excluding the cost of nosing of steps etc. complete.
40mm thick with 20mm thick nominal size aggregate.
Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick
base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3
with pigment to match the shade of stone with joint thickness up to 15 mm complete in all
respects :
Red sand stone (Karauli stone)
58.00
563.00
Psqm
32654.00
18.00
265.00
RM
4770.00
500.00
74.00
pkgs
37000.00
136.00
600.00
Psqm
81600.00
162.00
192.00
Psqm
31104.00
195.00
430.00
Psqm
83850.00
102.00
33.00
1153.00
998.00
Psqm
Pcum
117606.00
32934.00
24.00
612.00
Psqm
14688.00
24.00
639.00
Psqm
15336.00
627.00
79.00
Psqm
49533.00
27 Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full
28
29
30
31
moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment
matching with the stone shade.
75 mm thick
Filling of sunk portion of roof with earthen pots of required height including filling voids with
1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick
cement concrete 1:2:4 as per specification.
Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone
shade.
Providing dab stone over Chajjas duly fixed in cement sand mortar 1:6 complete :
80mm thick.
Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :
Flush / Ruled/ Struck or weathered pointing. OUTSIDE
32 Finishing walls with textured exterior paint of required shade as per approved colour complete as 100.00
301.00
Psqm
30100.00
72.00
Psqm
7200.00
102.00
RM
40800.00
51.00
Psqm
51000.00
615.00
430.00
44.00
Psqm
Psqm
Psqm
46125.00
32250.00
22000.00
55.00
3260.00
Pcum
179300.00
39 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 271.00
81.00
RM
21951.00
231.00
Psqm
127743.00
1.00
33833.00
Pcum
33833.00
35.00
1924.00
Psqm
67340.00
86.00
1724.00
Psqm
148264.00
per manufacturers specifications including primer coat and protecting coat
Trowel Finish av. thickness 2000 to 2500 microns.
33 Providing and applying white cement based putty over plastered surface to prepare the surface 100.00
even and smooth complete
34 Providing & Laying POP Cornice of required design & pattern in ceiling including 400.00
nailing & scafollding etc. complete with fine finishing of size:
75mm x 75mm
35 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even 1000.00
shade including all scaffolding:
Two or more coats on new work including prepartion of base with primer, putty, lippy etc
complete in all respect.
36 Providing and applying Malamine polish on teak wood work of approved brand and manufacture
to give an even shade with two or more coats by compressor including sand papering, wood
filler coat etc complete in all respect:
(a) New Surface
75.00
(b) Old Surface
75.00
37 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 500.00
Two or more coats on new work
38 Grading roof for water proofing treatment with water proffing compound
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
40
10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as
per standard design :
Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on
top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with
water proofing compund all complete as per direction of Engineer-in-charge.
41 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment,
42
43
M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly
embedded in cement concrete M-15 grade :
Sal wood Grade - I.
Providing and fixing fully panelled/partly panelled/ double leaf shutter frame for doors as per
approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per
Annexure - 'A' and width of styles & top rails of 100mm and lock rails width of 150mm and
bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces
complete :
35 mm thick
Nigeria wood grade I
Providing and fixing fully panelled /partly panelled double leaf shutters frame for windows and
ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’
and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading
of 25mm x 15mm size on both faces :
35 mm thick
553.00
44
Nigeria wood grade I
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm
(average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry
mixed with pigment to match the shade of the slabs, including rubbing
For area of each slab upto 2001 Sqcm
45.00
632.00
Psqm
28440.00
Total Part A
3067035.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part B-Sanitary Works
st
1
P & F European type white glazed vitreous china 1 quality W.C pan (IS : 2556 Mark) with P
6.00
1295.00
Each
7770.00
2
or S trap including cutting and making good the wall and floor
P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste
couplings, concealed iron brackets or screws etc complete.
4.00
3083.00
Each
12332.00
6.00
913.00
Each
5478.00
6.00
1730.00
Each
10380.00
100.00
108.00
RM
10800.00
12.00
186.00
RM
2232.00
12.00
358.00
RM
4296.00
Flat Back (large) or half stall size 610x400x80mm.
3
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make
with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark)
complete including cutting and making good the wall:PVC with PVC bend as per IS :
7231 .
4
st
P & F WVC wash basin (1 quality, I.S. : 2556 Mark) of approved make with C.I. brackets
duly painted,
1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) &
32 mm C.P. brass waste coupling of approved make,
25 mm G.I. waste pipe complete including cutting & making good the wall.:
Size 550 mm x 400 mm
5
P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) &
MS clamps including cutting and making good the walls and floors:
(A) 15mm dia nominal bore
(B)
©
'B' Class
25mm dia nominal bore
'B' Class
50mm dia nominal bore
'B' Class
6
P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash
basin, Gyser etc.
20.00
803.00
Each
16060.00
15.00
12.00
12.00
4.00
209.00
396.00
1065.00
3000.00
Each
Each
Each
Each
3135.00
4752.00
12780.00
12000.00
150.00
323.00
RM
48450.00
150.00
388.00
RM
58200.00
6.00
836.00
Each
5016.00
8.00
1530.00
Each
12240.00
RM
RM
RM
4600.00
5500.00
8700.00
85938.00
C.P. Inlet connection 15mm.Brass (IS : 8931 marked)
---do--- with 37 cm long thread and nut
7
(A)
(B)
©
8
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
(-do-) 15mm nominal bore.
(-do-) 25mm nominal bore.
(-do-) 50mm nominal bore.
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of
approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash
out pipe with plug & socket, including making connection etc., complete of approved
design:
9
10
500 (-do-)
Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with
spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil
upto 1.2m depth, S.W. fittings, including testing of joints etc, complete.
150mm dia
Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe
including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding
cost of pipe)
150mm dia
11 P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make
complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick
C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement
plaster in CM 1:3 complete as per approved design & type.
Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm.
12 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm
thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with
floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as
per design including disposal of surplus earth within a lead of 50 mtr.
-do- size 450 x 450mm depth upto 0.5 M Cement cover with frame
13 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make
including joining the pipe with solvent cement rubber ring and lubricant.
(A)
(B)
©
14
63 mm dia
75 mm dia
110 mm dia
Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry
in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM
1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels,
80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement
cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth
within 50 mtr. lead as per design :
Depth up to 1.5 M
50.00
50.00
50.00
6.00
92.00
110.00
174.00
14323.00
Each
15 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm
1.00
26350.00
each
26350.00
thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab
,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick
plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two
No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved
drawing including disposal of surplus earth within a lead of 50 mtr:Size 230 x110 x150 cm.(for 20 users)
357009.00
Total B
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part C - Non BSR Items
S.N. Particulars
1
2
Providing and fixing Jodhpur machine cut stone pergola 200 mm deep, 100mm wide/thk,
3500-4000mm long on top of wall for placed with 2'3" clear spacing making stone pergola laid
on 20 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with cement
slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing
complete as per design and drawing and instructions of engineer in charge.
Construction of pathways made out from 50mm thick rough finish stone flooring with locally
available Marble/Granite stone set in pattern with 20mm thick base of cement sand mortar 1:4
complete as per design drawing and specifications and instructions of engineer in charge.
Qnty
Unit
75.00
Sqm
159.00
sqm
3
Providing and cladding Tiri stone in marble/grey slate 15-19mm thick 300x25 mm (Approx size
of one stone, it may be ready made tile of size 300x300mm of the specified size stone) to be in
laid on 10 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with
white/grey cement slurry mixed with pigment to match the shade of the stone in vertical wall at all
height including fixing with neat cement etc complete as per direction of engineer in charge.
175.00
sqm
4
Providing and cladding of White Dholpur Machine Cut Stone 25mm thick in risers of steps,
skirting, dado and pillars upto 4.50 Mtr height laid on 20 mm (average) thick cement mortar 1:3
(1 cement 3 coarse sand) and jointed with cement slurry mixed with pigment to match the shade
of the slabs, including rubbing and polishing over existing wall surface including dismantalling
of old damaged plaster from the wall surface ,cleaning the surface and doing cement plaster in
CM 1:3 of thickness 25mm complete as per direction of Engineer in charge.
150.00
sqm
Rate to be
quoted
Amount
5
Supply & arranging wooden Murti stand made out of 1st grade berma teak wood & 18mm BWP
ply including fine finish duco putty base with surfacer & satin finish paint.(inside frame should
be made of 1st grade BERMA teak wood 2'-6"x2'-6" horizontally & verticallyor MS as required
to take the sculpture weight.) The work complete in all respect including fixing of Muties over
stands with all lead and lift complete as per size drawing and satisfaction of authrised officer.
57.00
cft
6
Providing and fixing fine dressed SAND STONE
"STONE BENCHES" for Visitors, of
stone as per matching to the local stone , aproved drawing and design with moulding work
100mm thick (Top & Legs / stand) fixing with proper adhesive, legs / stand fixed in concrete
block 1:2:4
(45cmx30cmx30cm) all faces are full moulded complete in all respect (Size
150 cm. × 45 cm. )
8.00
each
Total C
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
Archaeology and Museums Department
Name of work :Conservation works at Akbar Kila,Ajmer.
SCHEDULE - G
Part "A" : BSR ITEMSB
S.N.
Particulars
(Based on PWD BSR 2012)
Qnty
Rate
Unit
Amount
2.00
1295.00
Each
2590.00
1.00
2.00
3083.00
913.00
Each
Each
3083.00
1826.00
1.00
1730.00
Each
1730.00
25.00
230.00
Each
5750.00
C.P. Inlet connection 15mm.Brass (IS : 8931 marked)
---do--- with 37 cm long thread and nut
6.00
803.00
Each
4818.00
7
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
(-do-) 25mm nominal bore.
4.00
435.00
Each
1740.00
8
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of
500 (-do-)
Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make
with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types
of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete.
2.00
3000.00
Each
6000.00
150mm dia
30.00
323.00
Each
9690.00
st
1
P & F European type white glazed vitreous china 1 quality W.C pan (IS : 2556 Mark) with
2
P or S trap including cutting and making good the wall and floor
P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome
waste couplings, concealed iron brackets or screws etc complete.
Flat Back (large) or half stall size 610x400x80mm.
3
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved
make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:
1703 mark) complete including cutting and making good the wall:PVC with PVC bend
as per IS : 7231 .
4
st
P & F WVC wash basin (1 quality, I.S. : 2556 Mark) of approved make with C.I.
brackets duly painted,
1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) &
32 mm C.P. brass waste coupling of approved make,
25 mm G.I. waste pipe complete including cutting & making good the wall.:
Size 550 mm x 400 mm
5
P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) &
MS clamps including cutting and making good the walls and floors:
25mm dia nominal bore
'B' Class
6
P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash
basin, Gyser etc.
approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash
out pipe with plug & socket, including making connection etc., complete of approved
design:
9
10
Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe
including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding
cost of pipe)
150mm dia
11
P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make
30.00
388.00
Each
11640.00
2.00
836.00
Each
1672.00
-do- size 450 x 450mm depth upto 0.5 M Cement cover with frame
Precast terrazzo tiles of approved make 20mm thick with marble chips of size upto 6mm in
skirting & risers, treads of steps and dados 12mm thick cement plaster 1:3 (1 cement : 3 coarse
sand) jointed with neat cement slurry mixed with pigment to match the Light shade using white
cement.
Distempering with oil bound washable distemper of approved brand and manufacture to give an
even shade including all scaffolding:New work (two or more coats) over and including
scrapping and priming coat with cement primer.
2.00
100.00
1530.00
479.00
Each
psqm
3060.00
47900.00
800.00
52.00
psqm
41600.00
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
One or more coats on old work.
200.00
20.00
psqm
4000.00
complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm
thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick
cement plaster in CM 1:3 complete as per approved design & type.
Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm.
12
Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10
cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with
floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete
as per design including disposal of surplus earth within a lead of 50 mtr.
13
14
15
Total Part A
147099.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our ratec……………..% above/below.
(In words)…………………………………………. …………above/below.
Signature of contractor with full address.
Part "B" : A&M BSR ITEMSB
(Based on A&M BSR 2011)
1
2
3
4
5
6
7
8
46.00
262.00 Psqm
12052.00
158.00
256.00 Psqm
40448.00
Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by
traditional practice (by grinding) in 3 course for base coarse and subsequent
course & Loi, tamping, beating, curring till the shrinkage cracks are disappear.
The work is to be done with all lead as the work is of restoration nature as per
Jaipur practice including adding gur,methi & gugal on old walls including
removal of all old loose and decade plaster, each coat to be done after 3 days of
previous coat.45 mm thick in four coats.
Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding
mortar with grinding mill/manually on lime base,on all flat surface in two
coats.First coat applying 3mm to 4mm thick and curing properly at least 7
days,second finishing coat done after 7days of previous coat as per traditional
practice.(thickness not more than 6 mm.)
500.00
208.00 Psqm
104000.00
700.00
343.00 Psqm
240100.00
Khameera colour washing as per traditional practice to prepare the Khameera
the lime should be slaked at least for 7-10 days and regularly it should be stirred
by adding curd Gugal, for non-synthetic colour adding gum ( babool gum) as per
specification. Then applying prepared solution on walls three to four thin coats
as desired finishing
Crick filling in masonry walls with grinded masaldar lime surkhi mortar 1:2
(adding, gugal, methi, Belgiri gugal) including cleaning the crack. Properly
complete in all respect.( upto 60 cm. thick wall
Stone flooring work with chisel dressed surface of approved shade and quarry
in irregular shape as per existing pattern on a base of grinded lime sand mortar
30mm thick and jointing with masaldar lime putty and stone dust mixed in 1:1
ratio with admixture of pigment (75mm thick) stone as per existing matching.
800.00
79 Psqm
63200.00
100.00
75 PRM
7500.00
25.00
954.00 Psqm
23850.00
Providing and laying lime concrete in foundation and plinth, using 40% lime
mortar and 20 mm nominal size graded aggregate (crusher broken) including
ramming and watering complete in all respect comprising of: ( 1 lime putty : 2
surkhi mortar )
9.00
2050.00 PCUM
18450.00
De-vegetation from monument by removing bushes, trees including complete
uprooting from the wall & roofs/structures carefully including sutaible chemical
treatment to roots to avoid further growth including disposal of rubbish with in
50mtr. Lead as per direction of Engineer incharge.
Tuman masonry by brick bats/ stones in grinded mortar of Lime Surkhi mortar
1:2/lime sand mortar 1:2 including racking and removal of all old loose plaster
and cleaning the wall surface properly as per direction of Engineer Incharge.
9
Providing & Fixing stone " Cobbles " on path way / open court yards over 40
mm thick base grinded lime lime surkhi / lime sand mortar 1:2 , including
keeping 10mm joint between cobbles filled with masaldar grinded lime surkhi
mortar 1:1 complete in all respects. The mortar should remain recessed by
5mm from the top surface of the cobble stone.
100.00
10
Providing and fixing fine dressed" Kerb Stone"
(Dand stone ) along
with path-way / gardening , tapper / round with top edges in lime surkhi mortar
1:2 inclding pointing with lime cream and stone dust with an admixture of
pigment complete in all respect as per direction of enginneer incharge.
15.00
584.00 PRM
8760.00
70
255.00 PRM
0.00
17850.00
11
12
13
14
15
16
(a) Size 100 mm. x 300 mm. fine dressed
Making Bend-patta , Cornice , Gola & String course with Katla stone and
Lime Surkhi mortar 1:2 ( projected ) and finishing with grinded Lime Surkhi
plaster 1:2,including moulding /design work as per existing matching at site;
complete in all respect .
Size 20 cm.X 15 cm.
Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional
practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm
(1:2:2:2) and using Methi, Gur, Hemp, Belgiri etc. including beating and temping
100 to 150mm thick as per specifications. Including dismantling of old detoriated
roofing
Add extra for decorative / ornamantal Lime surkhi 1:2 plaster work with fine
finish making kangoora, flowers, geometrical designs upto (khat) including
preparation of Lime Surkhi mortar1:2 as per traditional practice adding gur,
methi, gugal etc.
upto 25mm. Thick / depth
Chemical treatment of sand stone to clean from yellowness, blackness, algal
growth, dust, dirt, oily accretions, lime & gypsum deposits,filling of cracks joining
of gaps / pointing strengthening of weak stone,removal of salt effect and
application of preservative coating to prevent from algal growth and make the
stone water proof.
Making Gardana under ceiling/ chajja with katla stone and grinded Lime surkhi
mortar 1:2 including moulding work and fine finishing with grinded Lime
surkhi mortar 1:2 as per existing matching/ traditional practice completev in all
respect;.
Size 35cm X 35cm.
Add extra for Lime kara work (on lime plaster base) other than flat surface as
per traditional practice with all lead & lift with fine finishing complete in all
respect on :
(a) domical surface/spherical/domical ceiling.
(a) curved surface.
940 Psqm
94000.00
20.00
531 Psqm
10620.00
225
175
416 Psqm
515 Psqm
93600.00
90125.00
0.00
20.00
724.00
50.00
50.00
172.00
86.00
14480.00
Sqm.
Sqm.
8600.00
4300.00
17
Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding
mortar with grinding mill/manually (on lime surkhi/sand plaster base) on
decorative/ornamental lime plaster in two coats.First coat applying 3mm to
4mm thick and curing properly at least 7 days,second finishing coat done after
7days of previous coat as per traditional practice.(thickness not more than 6
mm.)
50.00
772.00
Total
38600.00
Sqm.
890535.00
Executive Engineer,
I/We agree to quote my/our ratec……………..% above/below.
(In words)…………………………………………. …………above/below.
Signature of contractor with full address.
Department of Archeology & Museum,Rajasthan,Jaipur
Schedule G
Name of Work :- Conservation and development works at archeological site
Chandrawati,Aburoad.
S.
Description
No.
Part "A" :PWD BSR 2012 Items
1 Demolishing stone rubble masonry manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-charge:
In lime mortar.
2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including
dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the
excavated soil and depositing and refilling of jhiri with watering & ramming and disposal
of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils
3 Providing and laying in position cement concrete including curing, compaction etc.
complete in specified grade excluding the cost of centering and shuttering - All work up to
plinth level.
M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
4 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement
Sand mortar above 30 CM thick wall in:
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
5 Random Rubble stone masonry with hard stone in superstructure above plinth level and
upto five level above 30cm. thick walls in :
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
6 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc.
complete fine finish :25mm thick
7 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars,
flats,or black pipe with holdfast and fittings complete as per design and drawing including
cutting welding and fabrication with priming coat of red oxide
8 Painting with synthetic enamel paint of approved brand and manufacture to give an even
shade :
Two or more coats on new work
Based on PWD BSR 2012 Circle Jaipur
Qnty
Rate
Unit
Amount
10.00
324.00
210.00
124.00
Cum
Cum
2100.00
40176.00
72.00
2665.00
Cum
191880.00
540.00
1967.00
Cum.
1062180.00
22.00
100.00
2411.00
115
Cum.
sqm
53042.00
11500.00
500.00
74.00
Kg.
37000.00
250.00
44.00
Sqm
11000.00
9 180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in
4000.00
465.00
RM
1860000.00
12000.00
23.25
Mtr. Each
wire
279000.00
ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to
be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two di
10 Extra for using galvanized barbed wire instead of black barbed wire.
Total Part A
3547878.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" : A&M BSR-2011 Items
S.
Description
No.
1 Tuman masonry by brick bats/ stones in grinded mortar of Lime Surkhi mortar 1:2/lime
sand mortar 1:2 including racking and removal of all old loose plaster and cleaning the
wall surface properly as per direction of Engineer Incharge.
2 Providing and fixing fine dressed sand stone "Dasa/coping" as per existing matching ,
fixing in grinded lime surkhi mortar 1:2 including pointing in cream and stone powder 1:1
with an admixture of pigment to match the shade of stone complete in all respect.
(a) above 100mm to 150mm thick with pan patti design.
3 Chemical treatment of sand stone to clean from yellowness, blackness, algal growth, dust,
dirt oily accretions, lime & gypsum deposits, filling of cracks/ joining of gaps/ pointing,
strengthening of weak stone, removal of salt effect and application of preservative coating
to prevent algal growth and make the stone water proof.
4 Providing and Fixing fine dressed sand stone /approved stone "Chajja" for
palaces,chattries,forts and jharokas with fine dressed surface both sides and front edges
should be round shape/moulding, fixing in grinded lime surkhi mortar 1:2 joint flush with
proper adhesive with pigment to match the shade of stone (thickness of chajja on front
edge 50mm and 75mm on fixing end) exposed surface is to be measured only.
Qnty
Rate
Unit
Amount
100.00
256.00
Sqm
25600.00
25.00
2947.00
Sqm
73675.00
150.00
515.00
Sqm
77250.00
4.00
4099.00
Sqm
16396.00
5 Flush pointing over joints of dressed stone cladding, chajjas, jali etc. with neat cement,
sand & colour including racking the joints as per Jodhpur practice including all leads and
lifts with grinded mortar of lime putty and stone powder mixed in 1:1 ratio and gur, methi,
gugal etc. are to be mixed as per old traditional practice.
6 Providing and fixing fine dressed sand stone "Todies" (Brackets) as per existing matching
stone with moulding work with fine finishing , fixing in grinded lime surkhi mortar 1:2
including scaffolding, lead & lift complete in all respect.(c) Size : 90cm X 60cm X 10cm
(exposed part only.)
7 Stone flooring work with chisel dressed surface of approved shade and quarry in irregular
shape as per existing pattern on a base of grinded lime sand mortar 30mm thick and
jointing with masaldar lime putty and stone dust mixed in 1:1 ratio with admixture of
pigment (75mm thick) stone as per existing matching.
8 Providing and fixing of fine dressed stone "Steps" (solid) of temple with matching stone/
approved quarry fixing of steps as per temple architecture by machanical/ mannual system
carefully in proper order and sequence including all lead & lift as per direction of
Engineer incharge.
9 Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional
practice (by grinding) in 3 course for base coarse and subsequent course & Loi, tamping,
beating, curring till the shrinkage cracks are disappear. The work is to be done with all
lead as the work is of restoration nature as per Jaipur practice including adding gur,methi
& gugal on old walls including removal of all old loose and decade plaster, each coat to be
done after 3 days of previous coat.45mm thick
10 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with
grinding mill/manually on lime base,on all flat surface in two coats.First coat applying
3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after
7days of previous coat as per traditional practice.(thickness not more than 6 mm.)
11 Site clearance by uprooting of trunk vegetation, bush, wood, trees and sapplings of girth
upto 15cms and disposal of rubbish with in 50mtr. Including leveling and dressing of
ground as per direction of Engineer incharge.
12 Removal of debries from the monument carefully without damaging the buried
architectural parts of the monument and collect all the intact parts at proper place for reuse
at the time of restoration work as per direction of Engineer incharge/site encharge and
disposal of building rubbish with in 50mtr.lead.
13 De-vegetation from monument by removing bushes, trees including complete uprooting
from the wall & roofs/structures carefully including sutaible chemical treatment to roots to
avoid further growth including disposal of rubbish with in 50mtr. Lead as per direction of
Engineer incharge.
50.00
147.00
Sqm
7350.00
5.00
3180.00
Each
15900.00
40.00
954.00
Sqm
38160.00
10.00
24964.00
Cum
249640.00
150.00
208.00
psqm
31200.00
150.00
343.00
Sqm
51450.00
450.00
20.00
cum
9000.00
180.00
120.00
Cum
21600.00
250.00
262.00
Sqm
65500.00
14 Providing and fixing of fine dressed "Architectural Parts" of the Bhitta/ Pitha (Jadya/
Kumbha/ Khuarak/ Kapotali/ Grass Patti/ Antar Patra/ Gajthar/ Ashwathar/ Narthar etc.
upto mandover height refixing of architectural parts by machenical/manual system
carefully as per temple architecture including all scaffolding and shuttering work in proper
sequence as per direction of Engineer incharge.
15 Providing and laying lime concrete in foundation and plinth using 40% lime mortar and
20mm nominal size graded aggregate (crusher broken ) including ramming and watering
complete in all respect comprising of : ( 1 Lime putty : 2 Surkhi mortar.)
16 Random Rubble stone masonary for foundation and plinth in Lime surkhi mortar 1:2 above
30cm. thick walls in : ( 1 Lime putty : 2 Surkhi including adding admixture like gur, methi
etc. in mortar.)
17 Random Rubble stone masonary for superstructure, 4.50mtr. Height above plinth level/ one
storey height above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1 Lime putty : 2 Surkhi
including adding admixture like gur, methi etc. in mortar.)
18 Providing and fixing fine dressed 35mm to 40mm thick " flooring " with white/light pink
sand stone (machine grinded surface) machine cut of approved shade set in pattern over
30mm thick base of lime surkhi mortar 1:2 including jointing finished flush with lime putty
and stone powder with an admixture of pigment complete in all respect.
19 Removing/ dismambering of disturbed "Ashlar stone work" (plain work) of temple by
machenical/manual system carefully with proper marking and complete documentation
including all scaffolding and shuttering work, stacking the useful parts in proper sequence
at the place as directed by Engineer incharge.
20 Refixing of existing "Ashlar stone work" (Plain work) of temple by machenical/manual
system carefully with proper order and sequence, fixing with grinded lime surkhi/ sand
mortar 1:2 and joints flush with lime cream and stone dust 1:1 including all scaffolding
and shuttering work, the place as directed by Engineer incharge.
21 Providing and fixing of fine dressed "Ashlar stone work" (Plain work) of temple by
machenical/manual system carefully with proper order and sequence, fixing with grinded
lime surkhi/ sand mortar 1:2 and joints flush with lime cream and stone dust 1:1 including
all scaffolding and shuttering work, the place as directed by Engineer incharge.
Total of Part "B"
Total (A+B)
2.00
34965.00
Cum
69930.00
10.00
2050.00
Cum
20500.00
10.00
1500.00
Cum
15000.00
20.00
1680.00
Cum
33600.00
40.00
850.00
sqm
34000.00
4.00
3775.00
Cum
15100.00
4.00
4562.00
Cum
18248.00
4.00
18535.00
Cum
74140.00
963239.00
4511117.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of ContractorWith Address
Part "C" : Non BSR Items
S.
Description
No.
1 Dumping of silt storage inside bawaries with an average lift of 15 Mtr and a lead of 5.00
Km including charges of loading,unloading and dumping at site as per instructed by
Qnty
50.00
Rate to be
quoted
Unit
Amount
pcum
Total of Part "B"
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
Department of Archaeology & Museum Rajasthan ,Jaipur
Name of Work :-Conservation works at government Museum at
Mandor,Jodhpur.
Schedule G
Based on PWD BSR 2012 Circle Jaipur.
Part A "PWD BSR Items"
S.N. PARTICULAR
QNTY
Rate
Unit
Amount
1 Demolishing cement concrete manually/ by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer-in-charge.
3.00
Pcum
a 1: 3: 6 or richer mix.
442.00
1326.00
2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual
37.00
124.00
Pcum
4588.00
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on
plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
taking out the excavated soil and depositing and refilling of jhiri with watering &
ramming and disposal of surplus excavated soil as directed with in a lead of 50
meter.
All kinds of soils
3 Treatment at points of contact of wood work by chemical emulsion 100.00
87.00
RM
8700.00
Chlorpyriphos/Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by
drilling 6 mm dia holes at downward angle of 45 degree at 150mm centre to centre
and sealing the same.
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
4 Providing and laying in position cement concrete including curing, compaction etc.
complete in specified grade excluding the cost of centering and shuttering - All
work up to plinth level.
M10 grade Nominal Mix
12.00
2665.00
Pcum
31980.00
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
5 Random Rubble stone masonry for with hard stone in foundation and plinth in
Cement Sand mortar above 30 CM thick wall in:
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
2.00
1967.00
Pcum
3934.00
6 Plaster on new surface on walls in cement sand mortar 1:6 including racking of 50.00
115.00
Psqm
5750.00
joint etc. complete fine finish :
25 mm thick
74.00
Pkgs
37000.00
7 Providing and fixing steel gate, grating , and grills made of angles, tees, square 500.00
bars, flats,or black pipe with holdfast and fittings complete as per design and
drawing including cutting welding and fabrication with priming coat of red oxide
8 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate) finished with a floating coat of neat cement including cement slurry,
making of lines or groove etc complete but excluding the cost of nosing of steps etc.
complete.
9
10
11
12
(a)
(b)
13
14
15
16
17
18
40mm thick with 20mm thick nominal size aggregate.
50.00
Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over
20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing
with cement sand mortar 1:3 with pigment to match the shade of stone with joint
thickness up to 15 mm complete in all respects :
Red sand stone (Karauli stone)
73.00
Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or
coping, with full moulding if required laid on cement mortar 1:4 including pointing
with admixture of pigment matching with the stone shade.
75 mm thick
47.00
Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :
100.00
Flush / Ruled/ Struck or weathered pointing. OUTSIDE
Providing and applying Malamine polish on teak wood work of approved brand
and manufacture to give an even shade with two or more coats by compressor
including sand papering, wood filler coat etc complete in all respect:
New Surface
37.00
Old Surface
37.00
Painting with synthetic enamel paint of approved brand and manufacture to give an 100.00
Grading roof for water proofing treatment with water proffing compound
5.00
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 54.00
stone aggregate 10mm and down gauge) including finishing with cement mortar
1:3 (1 cement : 3 fine sand) as per standard design :
Providing & fixing door, window, chowkhats and other frames, including 1.00
antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S.
bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade :
Sal wood Grade - I.
Providing and fixing fully panelled/partly panelled/ double leaf shutter frame for 10.00
doors as per approved design and drawings with approved ordinary C.P./ oxidised
steel fittings as per Annexure - 'A' and width of styles & top rails of 100mm and
lock rails width of 150mm and bottom rails of 200mm width including teak wood
beading of size 19mm x 12mm on both faces complete :
35 mm thick
Providing and fixing fully panelled /partly panelled double leaf shutters frame for 11.00
windows and ventilators as per approved design and drawings with approved steel
fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75mm
including intermediate rails 50mm wide, beading of 25mm x 15mm size on both
faces :
35 mm thick
Nigeria wood grade I
192.00
Psqm
9600.00
430.00
Psqm
31390.00
1153.00
79.00
Psqm
Psqm
54191.00
7900.00
615.00
430.00
44.00
3260.00
Psqm
Psqm
Psqm
Pcum
22755.00
15910.00
4400.00
16300.00
RM
4374.00
33833.00
Pcum
33833.00
1924.00
Psqm
19240.00
1724.00
Psqm
18964.00
81.00
For area of each slab upto 2001 Sqcm
19 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239
Mark) including trenching & refilling earth etc.25mm dia nominal bore 'B' Class
20 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239
Mark) including trenching & refilling earth etc.50mm dia nominal bore 'B' Class
Total Part A
50.00
184.00
PRM
9200.00
50.00
336.00
PRM
16800.00
358135.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part B-A&M BSR Items
1 Providing and fixing fine dressed sand stone / approved stone " Thambli " (
katahara pillars including ) kalash on top , fixing on dasa as per existing design
for fixing of stone Jalies / railings including making grooves as per required size.
2
3
(a) Size : 100x100x750 mm.including kalash with moulding
13.00
(b) Size : 150x150x750 mm.including kalash with moulding
90.00
Providing & fixing fine dressed sand stone / approved stone "Katahara Jali " ( 20.00
jali for balustrade ) as per existing matching and design including moulding , fixing
with thambli by proper adhesive and white cement with pigment including making
grooveetc complete all respect.
Chemical treatment of sand stone to clean from yellowness, blackness, algal 300.00
growth, dust, dirt, oily accretions, lime & gypsum deposits,filling of cracks joining
of gaps / pointing strengthening of weak stone,removal of salt effect and application
of preservative coating to prevent from algal growth and make the stone water
proof.
Total Part B
640.000
1240.000
4752.000
Each
Each
Sqm
8320.00
111600.00
95040.00
515.000
sqm
154500.00
369460.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part C - Non BSR Items
S.N.
Particulars
Qnty
1
Providing and fixign double leaf Door ornamental wooden shutters partly glazed
and partly pannelled made of Ist grade M.P. teackwood as per traditional design
having wooden arche shape at top (Deshi pattern) thickness 35mm,including Adwa
etc. with fittings
( nails , sankal , kunda , cheri , handle etc. )as per existing
matching / as per approved design with moulding / carving complete in all respect.
Neigeria wood grade-I,Glass used shoul be of thickness of 5.00mm.
15.00
psqm
2
Fixing of staircaseStatue/Artifacts on existing wooden showcase showcase
/pedestal by cutting by cutting and making good the wooden surface etc complete.
25.00
Each
3
Providing and fixing display boards made out of 12mm thick BWP ply,12mm thick 20.00
pin board and cloth and outer frame made out of 1" and 3" wide Berma teak wood
grade I st including superior quality malamine polish of desired shade complete in
all respect as per directio of engineer in charge.
Providing and arranging wooden Moorti stand made out of Ist grade 1" thick berma 75.00
teak wood and 18mm BWP ply including fine finish duco putty base with surface
abd satin finish paint.The work complete in all respect as per size drawing and
Removing of existing damaged /broken stone dasa withcare and refixing at proper 100.00
/slope with dressing in grinded lime surkhi mortar 1:2(1 lime:2 surkhi) complete by
the Engineer incharge.
sqm
4
5
Rate to be
Quoted
Unit
Amount
cft
PSqm
Total B
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Department of Archeology & Museum,Rajasthan,Jaipur
Schedule G
Name of work :- Conservation & restoration worksat Kos Minar at
Based on A&M BSR 2011, Jaipur
Chirota,Panchayat Ajairajpura.
S.
Description
No.
Part "A" :PWD BSR 2012 Items
1 Site clearance by uprooting of trunk vegetation, bush, wood, trees and sapplings of girth
upto 15cms and disposal of rubbish with in 50mtr. Including leveling and dressing of
ground as per direction of Engineer incharge.
2 Tuman masonry by brick bats/ stones in grinded mortar of Lime Surkhi mortar 1:2/lime
sand mortar 1:2 including racking and removal of all old loose plaster and cleaning the
wall surface properly as per direction of Engineer Incharge.
3 Providing and laying lime concrete in foundation and plinth using 40% lime mortar and
20mm nominal size graded aggregate (crusher broken ) including ramming and watering
complete in all respect comprising of : ( 1 Lime putty : 2 Surkhi mortar.)
4 Random Rubble stone masonary for foundation and plinth in Lime surkhi mortar 1:2 above
30cm. thick walls in : ( 1 Lime putty : 2 Surkhi including adding admixture like gur, methi
etc. in mortar.)
5 Random Rubble stone masonary for superstructure, 4.50mtr. Height above plinth level/ one
storey height above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1 Lime putty : 2 Surkhi
including adding admixture like gur, methi etc. in mortar.)
6 Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional
practice (by grinding) in 3 course for base coarse and subsequent course & Loi, tamping,
beating, curring till the shrinkage cracks are disappear. The work is to be done with all
lead as the work is of restoration nature as per Jaipur practice including adding gur,methi
& gugal on old walls including removal of all old loose and decade plaster, each coat to be
done after 3 days of previous coat.
45 mm thick in four coats
7 Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice
with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using Methi,
Gur, Hemp, Belgiri etc. including beating and temping 100 to 150mm thick as per
specifications. Including dismantling of old detoriated roofing
8 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with
grinding mill/manually on lime base,on all flat surface in two coats.First coat applying
3mm to 4mm thick and curing properly at least 7 days,second finishing coat done after
7days of previous coat as per traditional practice.(thickness not more than 6 mm.)
9 Add extra for Lime kara work (on lime plaster base) other than flat surface as per
traditional practice with all lead & lift with fine finishing complete in all respect on :
(a) domical surface/spherical/domical ceiling.
Qnty
Rate
Unit
Amount
75.00
20.00
Psqm
1500.00
76.00
256.00
Psqm
19456.00
7.00
2050.00
Pcum
14350.00
4.00
1500.00
Pcum
6000.00
3.00
1680.00
Pcum
5040.00
200.00
208.00
Psqm
41600.00
100.00
531.00
Psqm
0.00
53100.00
200.00
343.00
Psqm
68600.00
100.00
172.00
Psqm
17200.00
(b) curved surface.
10 Stone flooring work with chisel dressed surface of approved shade and quarry in irregular
shape as per existing pattern on a base of grinded lime sand mortar 30mm thick and
jointing with masaldar lime putty and stone dust mixed in 1:1 ratio with admixture of
pigment (75mm thick) stone as per existing matching.
11 Khamira Colour Washing as per old traditional practice to prepare the Khamira the lime
should be slaked at least for 7-10 days and regularly it should be stirred by adding cured,
Gugal, for non-synthetic colour adding gum (babool gum) as per specification.Then
applying prepared solution on walls three to four thin coats as desired finishing.
Total
100.00
30.00
86.00
954.00
Psqm
Psqm
8600.00
28620.00
200.00
79.00
Psqm
15800.00
279866.00
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Signages in Rajasthan.
Archaeology and Museums department
Name of work :- Providing and fixing of stone Signage at various Monuments/Museums of Rajasthan.
: Non BSR Items :
Schedule "G"
S. No.
1
2
Qty
150.00
Description
Unit
Supply and fixing of sand stone Banshi paharpur 35mm thick of various sizes including Sqm
border & moulding including fixing with lime surkhi mortar 1:2/cement sand mortar 1:4
over existing wall/pedestal as directed by Engineer incharge
Writing and graving letters in Dholpur/Banshi paharpur as per approved matter in Hindi
& English including filling with paint as per approved pattern and design size of letter :Each
40000.00 (a) Upto 1"
4000.00 (b) More than 1" & 2"
Each
Rate
Rate in words
Rs……………………
……………………….
Rs……………………
……………………….
Rs……………………
……………………….
Rs……………………
……………………….
Rs……………………
500.00
© More than 2" &upto 3"
Each
100.00
(d) Aerrow
Each
3
80.00
Sqm
……………………….
Rs……………………
……………………….
4
8.00
Cum
Rs……………………
……………………….
5
180.00
Sqm
Rs……………………
……………………….
6
80.00
Providing and fixing of Banshi paharpur white/red stone Signages of thickness 75mm
fine dressed with required border & moulding all lead and lift as per approved
drawing/design given by Engineer incharge.
Providing and fixing of Banshi paharpur white/red stone Pillers of sizes 4" x 4" to 6"x 6"
and upto 5'0" height fine dressed . The piller will be fixed in Cement concrete 1:1:5:3
block size 450mm x 450mm x 450mm in ground as per specification with moulding all
lead and lift as per approved drawing/design given by Engineer incharge.
Providing and fixing of Banshi paharpur white/red stone cladding 30mm thick on
pedestal fine dressing with border and moulding as required and as per diection of
Engineer incharge.
Construction of pedestal for Signages consists of stone masonary in lime surkhi 1:2/
cement sand 1:4 mortar complete as per approved drawing/design given by the Engineer
incharge.
Cum
Rs……………………
……………………….
7
140.00
Kg
Rs……………………
……………………….
Providing and fixing of posts and required frame work as per provided drawing of
stainless steel ASTM grade 304 pipe (round/rectangular) including cutting, welding,
hoisting, polishing, buffing and all necessary holes, nuts, bolts, caps and anchor plates of
stainless steel ASTM grade 304 complete as per design, drawing & directions of the
Engineer in charge .
Page 1 of 2
Amount
Signages in Rajasthan.
8
60.00
9
50.00
10
200.00
Providing cutting hoisting and fixing in position including fabrication of 4mm thick Sqm
Aluminum Composite Panell sheet (ACP) made of two aluminum sheet of 0.50mm thick
each having a distance of 3.00 mm filled with rubber polymer to the entire satisfaction of
Engineer-in-charge confirming to various concerned ASTM standards includes nuts and
bolts./riveting (Measurements to be taken of the face area of sheet).
Supplying and fixing of micro prismatic retro reflective sheeting confirming to Type IX Sqm
of ASTM D4956 shall be pressure fixed to the full face of the ACP Sheet as background
sheet (in approved colour) and the top layer will be overlaid with electro cut transparent
film of approved make and colour to create the desired road sign including cutting,
cleaning, pasting etc.complete as per design, drawing and direction of Engineer-InCharge. (Payment shall be made for flat area of sheet).
Providing and fixing in position high bond (VHB) double tape 24mm vide 2.3mm thick Rmtr.
for jointing ACP sheet with SS/MS frame including all processes like cleaning, cutting,
chemical application, pressing etc. as per sample approved by the Engineer-in-charge.
Total
Note : The rate for this part shall be quoted as item wise.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to the rates quoted against each item above.
Signature of contractor with full address.
Page 2 of 2
Rs……………………
……………………….
Rs……………………
……………………….
Rs……………………
……………………….
G-Schedule
Name of work : Miscellaneous repair works at Government Museum , Kota
Part "A" Based on PWD-BSR 2012
S.No. Quantity
Description of Item
Unit
kg
Rate
Amount
(in figure)
(in words)
74.00
(Rs.Seventy four only)
25900.00
1
350.00
Providing and fixing steel gate, grating , and grills made of
angles, tees, square bars, flats,or black pipe with holdfast and
fittings complete as per design and drawing including cutting
welding and fabrication with priming coat of red oxide
2
21.00
Providing and fixing 1st quality standard white, grey, ivory, fume Sqm
red brown, light green, light blue and other light shades glazed
tiles confirming to IS : 13753 & IS :15622 of size 200mm x
300mm in walls, floors, steps, pillars etc. laid on a bed of neat
cement slurry finished with flush pointing in the white cement
mixed with pigment to match the shade of the tile complete
514.00
(Rs.Five hundred forteenonly)
10794.00
3
3.00
Providing and laying in position cement concrete including curing,
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size).
Cum
3203.00
(Rs.Three thousand two
hundred three only )
9609.00
4
1.00
20988.00
( Rs. Twentyousand nine
hundred eighty eight only )
20988.00
5
6.00
Supplying and installation of submersible pumping motor pump Each
sets I.S.I. Marked (IS : 8034-1989 ) of approved make like K.S.B.,
KIRLOSKAR, Calama etc. or equivalent, making connection
suitable for T.W./D.C.B./Open well. The job includes screwing
and welding of flanges on G.I. riser pipes, installation of
complete fitting and accessories, with riser pipes, jointing of
electrical cables and other connections making switch board
electrical connections, all labour for testing of submersible pump
set and supply of water to water mains, complete in all respect
(Refer Electrical BSR )
Providing & lowering of G.I. Pipes, flange pipe including rubber R.mtr
washer and nuts of 8 mm dia complete in all respect I.S.1239
Marked.B Class 50 mm dia
410.00
(Rs.Four hundred ten only)
2460.00
6
1.00
7
1.00
Un-lowering of submersible pump set with all piping from a tube- Each
well/ open-well complete (labour charge only ) including
transportation of tripod, chain, pulley-block and other materials
required and lowering of repaired/ new pump in the tube-well /
Each
Supply and fixing of Starter panel for following rating motors
made out with MS powder coated sheet housing, protection
relays for overload, short circuit and single phasing, On/ Off
buttons etc. complete in all respect D O L Stsater upto 7.5 BHP.
3850.00
(Rs.Three thousand eight
hundred fifty only )
3850.00
1780.00
(Rs.One thousand seven
hundred eighty only )
1780.00
75381.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of
rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" Based on A & M BSR - 2011
S.No. Quantity
1
125.00
2
375.00
Description of Item
Unit
Stone flooring work with chisel dressed surface of approved shade Sqm.
and quarry in irregular shape as per existing pattern on a base of
grinded lime sand mortar 30mm thick and jointing with masaldar
lime putty and stone dust mixed in 1:1 ratio with admixture of
pigment (75mm
thick)
stoneas
asper
per traditional
existing matching.
Khameera
colour
washing
practice to prepare the Sqm.
Khameera the lime should be slaked at least for 7-10 days and
regularly it should be stirred by adding curd Gugal, for non-synthetic
colour adding gum ( babool gum) as per specification. Then applying
prepared solution on walls three to four thin coats as desired
finishing.
Rate
Amount
(in figure)
(in words)
954.00
(Rs. Nine hundred fifty four
only)
119250.00
79.00
( Rs. Seventy nine only )
29625.00
Total of Part (B)
148875.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
S.No. Quantity
Signature of Contractor
With Address
Part "C" Based on Item Rate (Non- BSR)
Description of Item
Unit
Rate to be quoted
(in figure)
1
2
385.00
40.00
Providing and fixing Half round teak wood grade-Ist beading (size
2.5"x2")around padastels as per direction of Engineer incharge R.mtr.
including polish ,complete in all respect.
Removing of disturbed stone flooring on plate form and Refixing on
cement sand mortar 1:4 and joint finishing with CM 1:3 with an Sqm.
admixture of pigment to match the shade of stone. ( upto 75 mm thick
flooring)
@ -----------
@ -----------------------
------------------
@ -----------
@ -----------------------
------------------
Total of Part "C" Rs.
Note: The rates of this part shell be quoted as indivisual Item separately by the contractor
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
Amount
(in words)
Signature of Contractor
With full address
G-SCHEDULE
Name of work : Conservation & development works at Mata Temple , Jagat (Udaipur) .
Part "A" Based on PWD-BSR 2012
S.No. Quantity
Description of Item
Rate
Unit
Amount
(in figure)
(in words)
1
40.00
Earth work in excavation by mechanical means (Hydraulic excavator )/
manual means over areas (exceeding 30cm in depth. 1.5m in width as
well as 10 sum on plan) including disposal of excavated earth, lead upto
50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed
All kinds of soil
Cum
122.00
(Rs.One hundred twenty
two only)
4880.00
2
10.00
Earth work in excavation by mechanical means (Hydraulic Excavator )/
manual means in foundation trenches or drains (not exceeding 1.5 m in
width or 10 sum on plan) including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including taking out the excavated soil and
depositing and refilling of jhiri with watering & ramming and disposal of
surplus excavated soil as directed with in a lead of 50 meter. All kinds of
soils
Cum
124.00
(Rs.One hundred twenty
four only)
1240.00
3
19.00
Providing and laying in position cement concrete including curing,
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. 1:4:8 (1 cement :
4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Cum
2287.00
(Rs.Two thousand two
hundred eighty seven
only)
43453.00
4
5.00
Cum
1967.00
(Rs.One thousand nine
hundred sixty seven
only)
9835.00
5
3.00
Cum
2411.00
(Rs.Two thousand four
hundred eleven only)
7233.00
6
1.00
Random Rubble stone masonry for with hard stone in foundation and
plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar
1:6 ( 1-Cement : 6-Sand).
Random Rubble stone masonry with hard stone in superstructure above
plinth level and upto five level above 30cm. thick walls in :Cement
Mortar 1:6 ( 1-Cement : 6-Sand).
Brick work with F.P.S. bricks of class designation 75 in superstructure
above plinth level upto floor V level in all shapes and sizes in : Cement
mortar 1 : 6 (1 cement : 6 coarse sand)
Cum
3277.00
(Rs.Three thousand two
hundred seventy seven
only)
3277.00
7
105.00
Plaster on new surface on walls in cement sand mortar 1:4 including
racking of joints etc. complete fine finish : 25 mm thick.
Sqm.
135.00
(Rs.One hundred thirty
five only)
14175.00
8
300.00
Providing and fixing steel gate, grating , and grills made of angles, tees,
square bars, flats,or black pipe with holdfast and fittings complete as per
design and drawing including cutting welding and fabrication with
priming coat of red oxide
kg
74.00
(Rs.Seventy four only)
22200.00
9
120.00
Finishing wall with water proofing cement paint of approved brand and
manufacture and or required shade to give an even shade including all
scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm).
Sqm
37.00
(Rs.Thirty seven only)
4440.00
10
20.00
Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade :Two or more coats on new work
Sqm
44.00
(Rs.Forty four only)
880.00
Total of Part (A)
111613.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the
tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
S.No. Quantity
1
2
Signature of Contractor
With Address
Part "B" Based on A & M BSR - 2011
Description of Item
Unit
Amount
Rate
(in figure)
(in words)
Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of
mortar by traditional practice (by grinding) in course for base coarse and
subsequent courses & Loi, tamping, beating, curring till the shrinkage
cracks are disappear. The work is to be done with all lead as the work is of
restoration nature as per Jaipur practice including adding , gur ,methi &
gugal, on old walls including removal of all old loose and decayed plaster,
each coat to be done after 3 days of previous coat.
50.00
(a) 45 mm thick in four coats
Sqm.
208.00
(Rs.Two hundred eight
only)
10400.00
50.00
Add extra for Lime plaster work done over spherical or groin ceiling /
ladao ceiling of doms
Sqm.
166.40
(Rs.One hundred sixty
six & Ps forty only)
8320.00
3
50.00
4
50.00
Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder)
grinding mortar with grinding mill / manualy on lime base , on flat
surface in two coats. First coat applying 3mm. to 4 mm. thick and curring
properly at least 7 days , second finishing coat done after 7 days of
previous coat as per traditional practice.(thickness not more then 6 mm.)
Add extra for Lime kara work ( on lime plaster base ) other then flat
surface as per traditional practice with all lead & lift
with fine
finishing complete in all respect on….
( a ) domical surface / spherical surface / domical ceiling .
Sqm.
343.00
(Rs.Three hundred forty
three only)
17150.00
Sqm.
172.00
(Rs.One hundred seventy
two only)
8600.00
5
140.00
Providing & Fixing stone " Cobbles " on path way / open court yards
over 40 mm thick base grinded lime lime surkhi / lime sand mortar 1:2 ,
including keeping 10mm joint between cobbles filled with masaldar
grinded lime surkhi mortar 1:1 complete in all respects. The mortar
should remain recessed by 5mm from the top surface of the cobble stone.
150 mm. thick .
Sqm.
940.00
(Rs.Nine hundred forty
only)
131600.00
6
50.00
Providing and spray/ brushing of Gur, gugal & methi solution for
bonding of lime work as per specification (200 gram gugal, 200 gram
belgiri powder, 200 gram methi powder, 200gram methi powder and 1
Kg. Gur, mixed in 20 litre water and boiled and stirred till the solution
volume reduce upto 3/4th) using 15.00 litre solution in 10.00 sqm. area.
Sqm.
30.00
(Rs.Thirty only)
1500.00
7
25.00
Stone flooring work with chisel dressed surface of approved shade and
quarry in irregular shape as per existing pattern on a base of grinded
lime sand mortar 30mm thick and jointing with masaldar lime putty and
stone dust mixed in 1:1 ratio with admixture of pigment (75mm thick)
stone as per existing matching.
Sqm.
954.00
(Rs.Nine hundred fifty
four only)
23850.00
Total of Part "B" Rs.
201420.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
S.No. Quantity
With Address
Part "C" Based on Item Rate (Non- BSR)
Description of Item
Unit
Rate to be quoted
(in figure)
1
2
3
4
225.00
20.00
5.00
10.00
Laying Lawn with grass slection-I including plughing , leveling breaking
of clods laying earth (soil )including manureing and removal of
stonesetc.}maintenance of lawn for 30 days or more till the grass forms a
thick lawn free from weeds & fit for moving in the duration of planting.
if lawn dies some where the contractor will replant it at his own cost .
Providing and fixing marble stone flooring as per existing matching at
Jagat Temple over a base of 40 mmav. Thick grinded lime surkhi / lime
sand mortar 1:2 ,and jointed with lime cream and marble powder 1:1 with
an admixture of pigment to match the shade of stone.(50mm-60mm thick)
Providing and fixing fine dressed Marble stone. " Dasa / coping " as per
existing matching , fixing in grinded lime surkhi mortar 1:2, including ,
pointing in lime cream and stone powder 1:1, with an admixture of
pigment to match the shade of stone , complete in all respect .(100 mm
thick)
Add extra for carving panpatti in marble stone Dasa as per existing
matching.(upto depth20mm-25mm.)
Sqm.
@ -----------
@ -------------------
-------------------
Sqm.
@ -----------
@ -------------------
-------------------
Sqm.
@ -----------
@ -------------------
-------------------
R.mtr.
@ -----------
@ -------------------
-------------------
Total of Part "D" Rs.
Note: The rates of this part shell be quoted as indivisual Item separately by the contractor
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
Amount
(in words)
Signature of Contractor
With full address
G-Schedule
Name of work : Miscellaneous repair works at Government Museum , Doongarpur.
S.No.
Quantity
Part "A" Based on PWD-BSR 2012
Description of Item
Unit
Rate
(in figure)
(in words)
Amount
1
250.00 Painting with synthetic enamel paint of approved brand and Sqm
manufacture to give an even shade :Two or more coats on new
work
44.00
(Rs.Forty four only)
11000.00
2
70.00
French sprit polishing : Two or more coats on new work Sqm
including a coat of wood filler.
116.00
(Rs.One hundred sixteen only)
8120.00
3
4.00
Providing and laying in position cement concrete including Cum
curing, compaction etc. complete in specified grade excluding the
cost of centering and shuttering - All work up to plinth level.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size).
3203.00
(Rs.Three thousand two
hundred three only )
12812.00
4
150.00 Plaster on new surface on walls in cement sand mortar 1:4 Sqm.
including racking of joints etc. complete fine finish : 25 mm
thick.
135.00
( Rs.One hundred thirty five
only )
20250.00
5
40.00
Providing and applying white cement based putty over plastered Sqm.
surface to prepare the surface even and smooth complete
72.00
( Rs. Seventy two only )
2880.00
1850.00 Finishing wall with water proofing cement paint of approved Sqm
brand and manufacture and or required shade to give an even
shade including all scaffolding: New work (Two or more coats
applied @ 3.84 kg/10 sqm).
37.00
(Rs.Thirty seven only)
68450.00
2411.00
(Rs.Two thousand four hundred
eleven only)
4822.00
6
7
2.00
Random Rubble stone masonry with hard stone in Cum
superstructure above plinth level and upto five level above
30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand).
8
1650.00 Wall painting with plastic emulsion paint of approved brand and Sqm.
manufacture to give an even shade including all scaffolding: Two
or more coats on new work including prepartion of base with
primer, putty, lippy etc complete in all respect.
51.00
( Rs.Fifty one only )
Total of Part (A)
84150.00
212484.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of
rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" Based on A & M BSR - 2011
S.No.
1
Quantity
50.00
Description of Item
Unit
Stone flooring work with chisel dressed surface of approved Sqm.
shade and quarry in irregular shape as per existing pattern on a
base of grinded lime sand mortar 30mm thick and jointing with
masaldar lime putty and stone dust mixed in 1:1 ratio with
admixture of pigment (75mm thick) stone as per existing
matching.
Amount
Rate
(in figure)
(in words)
954.00
(Rs. Nine hundred fifty
four only)
47700.00
Total of Part (B)
47700.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
S.No.
Quantity
Signature of Contractor
With Address
Part "C" Based on Item Rate (Non- BSR)
Description of Item
Unit
Rate to be quoted
(in figure)
1
385.00 Providing and fixing fine dressed sand
"STONE BENCHES "
for Visitors, of sand stone / approved stone as per aproved
drawing and design with moulding work 100mm thick (Top &
Legs / stands) fixing with proper adhesive,legs fixed in concrete Each
block 1:2:4 (45cmx30cmx30cm) complete in all respect . (Size
150cm.x45cm.)
@ ----------- @ -----------------------
Total of Part "C" Rs.
Note: The rates of this part shell be quoted as indivisual Item separately by the contractor
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
Amount
(in words)
Signature of Contractor
With full address
------------------
G-Schedule
Name of work : Conservation & Restoration work at Deogarh(Pratapgarh)
Part:"A" (Based on P W D, BSR - 2012)
S.No. Quantity
Description of Item
Unit
(in figure)
Rate
Amount
1220.00
1
10.00
Earth work in excavation by mechanical means (Hydraulic excavator)/ Cum
manual means over areas (exceeding 30cm in depth. 1.5m in width as
well as 10 sum on plan) including disposal of excavated earth, lead
upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly
dressed All kinds of soil
122.00
(in words)
(Rs.One hundred twenty
two only)
2
8.00
Earth work in excavation by mechanical means (Hydraulic Excavator )/ Cum
manual means in foundation trenches or drains (not exceeding 1.5 m in
width or 10 sum on plan) including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including taking out the excavated soil and
depositing and refilling of jhiri with watering & ramming and disposal
of surplus excavated soil as directed with in a lead of 50 meter. All
kinds of soils
124.00
(Rs.One hundred twenty
four only)
992.00
3
20.00
Providing and laying in position cement concrete including curing,
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. 1:4:8 (1
cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal
size).
Cum
2287.00
(Rs.Two thousand two
hundred eighty seven
only)
45740.00
4
5.00
Providing and laying in position cement concrete including curing,
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. M15 grade
Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
Cum
3476.00
(Rs.Three thousand four
hundred seventy six
only)
17380.00
5
10.00
Random Rubble stone masonry for with hard stone in foundation and
plinth in Cement Sand mortar above 30 CM thick wall in:Cement
Mortar 1:6 ( 1-Cement : 6-Sand).
Cum
1967.00
(Rs.One thousand nine
hundred sixty seven only)
19670.00
Total of Part (A)
85002.00
Note : (1) The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the
tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" : (Based on A&M BSR 2011)
S.No. Quantity
Description of Item
Unit
Rate
(in figure)
(in words)
Amount
Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of mortar
by traditional practice (by grinding) in course for base coarse and subsequent
courses & Loi, tamping, beating, curring till the shrinkage cracks are disappear.
The work is to be done with all lead as the work is of restoration nature as per
Jaipur practice including adding , gur ,methi & gugal, on old walls including
removal of all old loose and decayed plaster, each coat to be done after 3 days of
previous coat.
1
65.00
(a) 45 mm thick in four coats
Sqm.
208.00
(Rs.Two hundred eight
only)
13520.00
25.00
(b) 75 mm thick in four coats
Sqm.
378.00
(Rs.Three hundred
seventy eight only)
9450.00
Sqm.
515.00
(Rs.Five hundred fifteen
only)
30900.00
2
Add extra for decorative / ornamantal Lime surkhi 1:2 plaster work with
fine finish making kangoora, flowers, geometrical designs upto (khat)
including preparation of Lime Surkhi mortar1:2 as per traditional practice
adding gur, methi, gugal etc.
60.00
above 25 mm. and upto 40 mm.thick.
3
25.00
Add extra for Lime plaster work done over spherical or groin ceiling / ladao
ceiling of doms
Sqm.
166.40
(Rs.One hundred sixty six
& Ps forty only)
4160.00
4
45.00
Add extra for Lime plaster work done over curved / circular masonry work
(curved or circular surface.)
Sqm.
52.00
(Rs.Fifty two only)
2340.00
Rmtr
125.00
(Rs.One hundred twenty
five only)
3125.00
5
Making Bend-patta , Cornice , Gola & String course with Katla stone and
Lime Surkhi mortar 1:2 ( projected ) and finishing with grinded Lime Surkhi
plaster 1:2,including moulding /design work as per existing matching at site;
complete in all respect .
25.00
(a) Size 10 cm x7.5 cm.
6
105.00
Sqm.
343.00
(Rs.Three hundred forty
three only)
36015.00
Add extra for Lime kara work ( on lime plaster base ) other then flat surface
as per traditional practice with all lead & lift
with fine finishing
complete in all respect on….
7
8
Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding
mortar with grinding mill / manualy on lime base , on flat surface in two
coats. First coat applying 3mm. to 4 mm. thick and curring properly at least 7
days , second finishing coat done after 7 days of previous coat as per
traditional practice.(thickness not more then 6 mm.)
30.00
( a ) domical surface / spherical surface / domical ceiling ,
Sqm.
172.00
(Rs.One hundred seventy
two only)
5160.00
20.00
( b ) curved surface
Sqm.
86.00
(Rs.Eighty six only)
1720.00
90.00
Providing and spray/ brushing of Gur, gugal & methi solution for bonding of
lime work as per specification (200 gram gugal, 200 gram belgiri powder, 200
gram methi powder, 200gram methi powder and 1 Kg. Gur, mixed in 20 litre
water and boiled and stirred till the solution volume reduce upto 3/4th) using
15.00 litre solution in 10.00 sqm. area.
Sqm.
65.00
(Rs.Thirty only)
5850.00
Providing and fixing fine dressed sand stone." Dasa / coping " as per
existing matching , fixing in grinded lime surkhi mortar 1:2, including ,
pointing in lime cream and stone powder 1:1, with an admixture of pigment
to match the shade of stone , complete in all respect .
9
18.00
( a ) 75mm to 100 mm thick plain with fine dressing
Sqm.
1612.00
(Rs.One thousand six
hundred twelve only)
29016.00
10
451.00
Sqm.
954.00
(Rs.Nine hundred fifty
four only)
430254.00
11
50.00
Stone flooring work with chisel dressed surface of approved shade and quarry
in irregular shape as per existing pattern on a base of grinded lime sand
mortar
30mm
thickfine
anddressed
jointing35
with
lime
putty
and stone
dustwhite
Supplying
& fixing
mmmasaldar
to 40 mm.
thick
" flooring
" with
Sqm.
850.00
(Rs.Eight hundred fifty
only)
42500.00
/ light pink sand stone ( machine grinded surface ) machine cut of approved
shade set in pattern over 30 mm.thick base of lime surkhi mortar 1:2
including jointing with lime putty and stone powder with an admixture of
pigment , complete in all respect .
12
15.00
Random Rubble stone masonry for foundation and plinth in Lime surkhi
mortar 1:2 above 30 cm. thick walls, in: { 1 Lime putty :2 Surkhi, including
adding admixture like gur,methi etc. in mortar } .
Cum.
1500.00
(Rs.One thousand five
hundred only)
22500.00
13
210.00
Chemical treatment of sand stone to clean from yellowness, blackness, algal
growth, dust, dirt, oily accretions, lime & gypsum deposits,filling of cracks
joining of gaps / pointing strengthening of weak stone,removal of salt effect
and application of preservative coating to prevent from algal growth and
make the stone water proof.
Sqm.
515.00
(Rs.Five hundred fifteen
only)
108150.00
Total of Part (B)
744660.00
Note : (1) The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the
tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
S.No. Quantity
Part "C" Based on Item Rate (Non BSR)
Description of Item
Unit
Rate to be quoted
(in figure)
1
2
3
5.00
Providing and fixing fine dressed sand
"Stone Benches" for Visitors,
approved sand stone / approved stone as per aproved drawing and design with
moulding work 100mm thick (Top & Legs) fixing with proper adhesive, legs
fixed in concrete block 1:2:4 (45cm x45cm x 30cm) complete in all respect
(Size 150cm.×45cm. )
Dressing of existing Stone Dasa prpperly as per existing matching as
per direction of engineer incharge.
(in words)
Each
200.00 Dressing of existing Kerb Stone (Dand Stone) proprly as per direction R.mtr.
of engineer incharge. (size 300 x 100 mm)
25.00
@ -----------
@ ------------------------- --------------------
@ -----------
@ ------------------------- --------------------
@ -----------
@ ------------------------- --------------------
Sqm.
Total of Part "C" Rs.
Note: The rates of this part shell be quoted as indivisual Item separately by the contractor
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
Amount
Signature of Contractor
With full address
G-Schedule
Name of work : Conservation , Display & development work at Govt. Museum , Bundi.
Part "A" Based on PWD-BSR 2012
S.No.
Quantity
Description of Item
Unit
Rate
(in figure)
(in words)
Amount
1
280.00
Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two or more coats on new work
Sqm
44.00
(Rs.Forty four only)
12320.00
2
65.00
French sprit polishing : Two or more coats on new work including a
coat of wood filler.
Sqm
116.00
(Rs.One hundred sixteen only)
7540.00
3
10.00
Supplying and fixing machine cut dressed 75 mm Pink sand stone Sqm.
(Bansi Paharpur) dasa/ coping wth ornamental shape having
moulding and "PAN Shape" engraving as per required pattern with
engraving depth of 5 mm (average) in single piece of length 90 cm to
be laid on cement mortar 1:4 (12 to 20mm thick) including pointing
with admixture of pigment matching with the stone shade.
3678.00
(Rs.Three thousand six
hundred seventy eight only )
36780.00
4
10.00
Providing and laying in position cement concrete including curing,
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size).
Cum
3203.00
(Rs.Three thousand two
hundred three only )
32030.00
5
12.00
Random Rubble stone masonry for with hard stone in foundation and
plinth in Cement Sand mortar above 30 CM thick wall in: Cement
Mortar 1:6 ( 1-Cement : 6-Sand).
Cum
1967.00
(Rs.One thousand nine
hundred sixty seven only )
23604.00
6
25.00
Random Rubble stone masonry with hard stone in superstructure
above plinth level and upto five level above 30cm. thick walls in :
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Cum
2411.00
(Rs.Two thousand four
hundred eleven only )
60275.00
7
1.00
Supplying and fixing stone lintels/bed plates of approved quarry
rough dressed in cement mortar 1:4 :Upto 15 cm. thick.
Cum
6664.00
(Rs.Six thousand six hundred
sixty four only)
6664.00
8
470.00
Plaster on new surface on walls in cement sand mortar 1:4 including
racking of joints etc. complete fine finish : 25 mm thick.
Sqm.
135.00
( Rs.One hundred thirty five
only )
63450.00
9
470.00
Providing and applying white cement based putty over plastered Sqm.
surface to prepare the surface even and smooth complete
72.00
( Rs. Seventy two only )
33840.00
10
50.00
11
750.00
Providing and applying Melamine polish on teak wood work of Sqm.
approved brand and manufacture to give an even shade with two or
more coats by compressor including sand papering, wood filler coat
etc complete in all respect: New Surface
Wall painting with plastic emulsion paint of approved brand and Sqm.
manufacture to give an even shade including all scaffolding: Two or
more coats on new work including prepartion of base with primer,
putty, lippy etc complete in all respect.
615.00
( Rs. Six hundred fifteen only )
30750.00
51.00
( Rs.Fifty one only )
38250.00
Total of Part (A)
345503.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of
rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" Based on A & M BSR - 2011
S.No.
Quantity
Description of Item
Unit
Rate
(in figure)
(in words)
Amount
1
120.00 Supplying & fixing fine dressed 35 mm to 40 mm. thick " flooring Sqm.
" with white / light pink sand stone ( machine grinded surface )
machine cut of approved shade set in pattern over 30 mm.thick
base of lime surkhi mortar 1:2 including jointing with lime putty
and stone powder with an admixture of pigment , complete in all
respect .
850.00
(Rs. Eight hundred fifty only)
102000.00
2
470.00 Khameera colour washing as per traditional practice to prepare Sqm.
the Khameera the lime should be slaked at least for 7-10 days
and regularly it should be stirred by adding curd Gugal, for nonsynthetic colour adding gum ( babool gum) as per specification.
Then applying prepared solution on walls three to four thin coats
as desired finishing.
79.00
( Rs. Seventy nine only )
37130.00
3
20.00
Providing & fixing fine dressed sand stone / approved stone Sqm.
"JALI " as per existing matching geometrical design including
moulding work with fine finishing , fixing with thambli by proper
adhesive and white cement with pigment including making
grooveetc complete all respect. 50 mm thick
6221.00
( Rs.Six thousand two hundred
twenty one only )
124420.00
4
20.00
Providing and fixing fine dressed sand stone / approved Each
stone"Thambli "
( katahara pillars including )
kalash on top , fixing on dasa as per existing design for fixing of
stone Jalies / railings including making grooves as per required
size. Size : 100x100x750 mm.including kalash with moulding
640.00
(Rs. Six hundred forty only)
12800.00
Total of Part (B)
276350.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
S.No.
Quantity
Signature of Contractor
With Address
Part "C" Based on Item Rate (Non- BSR)
Description of Item
Unit
Rate to be quoted
(in figure)
1
2
210.00
35.00
Providing and fixing 8.00 mm thick glass shelves with suitable brackets
including grinding and polishing of edges as per approved shample
Lifting Sculpture carefully from store and disply in gallery on moorti
stand ,labour -charges (size of sculpture 1'-0" to 3'0" )
Amount
(in words)
Sq.ft.
@ -----------
@ -----------------------
------------------
Each
@ -----------
@ -----------------------
------------------
3
Supply and arranging wooden"SHOW CASE "made out of 1st grade 1"
thick BERMA teakwood all side i.e. back, top bottom & sides of show
case as sample approved including fixing front side plain glass of
8.00mm thick shsutter with locking arrangement. The inside surface of
showcase finished with 6mm thick BWP Ply, 6mm thick foam & cloth
with all exposed beading, skirting etc, including superior quality
malamine polish of desired shade complete as per drawing & design
and direction of circle superdent./curator /authorised officer.
460.00 (a) 13" deep showcase
Sq.ft.
@ -----------
@ -----------------------
------------------
Sq.ft.
@ -----------
@ -----------------------
------------------
C.ft
@ -----------
@ -----------------------
------------------
@ -----------
@ -----------------------
------------------
208.00 (b) 15" deep showcase
4
5
120.00
89.00
Supply & arranging wooden Murti stand made out of 1st grade berma
teak wood & 18mm BWP ply including fine finish duco putty base with
surfacer & satin finish paint.(inside frame should be made of 1st grade
BERMA teak wood 2'-6"x2'-6" horizontally & vertically as required to
take the sculpture weight.) The work complete in all respect as per size
drawing and satisfaction of authrised officer.
Providing and fixing teak wood grade-I beading around sculpture on
padastel wooden top including fixing of sculpture as per base size of
sculpture including polishing of beading size of beading 60mm×50mm R.mtr.
Total of Part "C" Rs.
Note: The rates of this part shell be quoted as indivisual Item separately by the contractor
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
Signature of Contractor
With full address
G-SCHEDULE
Name of work : Conservation ,display & development works at Govt. Museum Baran.
Part "A" Based on PWD-BSR 2012 (Jaipur Circle)
S.No. Quantit
Description of Item
Unit
Amount
Rate
(in figure)
(in words)
1
20.00
Earth work in excavation by mechanical means (Hydraulic excavator)/ Cum
manual means over areas (exceeding 30cm in depth. 1.5m in width as well
as 10 sum on plan) including disposal of excavated earth, lead upto 50m
and lift upto 1.5 m , disposed earth to be levelled and neatly dressed All
kinds of soil
122.00
(Rs.One hundred twenty
two only)
2440.00
2
20.00
Earth work in excavation by mechanical means (Hydraulic Excavator )/ Cum
manual means in foundation trenches or drains (not exceeding 1.5 m in
width or 10 sum on plan) including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including taking out the excavated soil and
depositing and refilling of jhiri with watering & ramming and disposal of
surplus excavated soil as directed with in a lead of 50 meter. All kinds of
soils
124.00
(Rs.One hundred twenty
four only)
2480.00
3
40.00
Supplying and Filling in plinth with river sand under floors including Cum
watering ramming consolidating and dressing complete including cost of
sand
710.00
(Rs.Seven hundred ten
only)
28400.00
4
20.00
Providing and laying in position cement concrete including curing, Cum
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. 1:4:8 (1 cement :
4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
2287.00
(Rs.Two thousand two
hundred eighty seven
only)
45740.00
5
24.00
Random Rubble stone masonry for with hard stone in foundation and Cum
plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar
1:6 ( 1-Cement : 6-Sand).
1967.00
(Rs.One thousand nine
hundred sixty seven
only)
47208.00
6
25.00
2411.00
(Rs.Two thousand four
hundred eleven only)
60275.00
7
27.00
3277.00
(Rs.Three thousand two
hundred seventy seven
only)
88479.00
8
15.00
Random Rubble stone masonry with hard stone in superstructure above Cum
plinth level and upto five level above 30cm. thick walls in :Cement Mortar
1:6 ( 1-Cement : 6-Sand).
Brick work with F.P.S. bricks of class designation 75 in superstructure Cum
above plinth level upto floor V level in all shapes and sizes in : Cement
mortar 1 : 6 (1 cement : 6 coarse sand)
Half brick masonry in Superstructure , above plinth level upto floor V Sqm.
level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4
coarse sand)
403.00
(Rs.Four hundred three
only)
6045.00
9
12.00
Providing and laying in position cement concrete including curing, Cum
compaction etc. complete in specified grade excluding the cost of
centering and shuttering - All work up to plinth level. M15 grade
Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
3203.00
(Rs.Three thousand two
hundred three only)
38436.00
10
1.00
Supplying and fixing stone lintels/bed plates of approved quarry rough Cum
dressed in cement mortar 1:4 :Upto 15 cm. thick.
6664.00
(Rs.Six thousand six
hundred sixty four only)
6664.00
11
78.00
Centering & shuttering with plywood or steel sheets including strutting, Sqm
propping bracing both ways with steel props and removal of formwork
for upto floor five level for : Suspended floors, roofs, landings, staircases,
balconies, girders, cantilevers, bands, coping bed plates, anchor blocks,
sills, chhajjas, lintel, beam, plinth beam etc.
236.00
(Rs.Two hundred thirty
six only)
18408.00
69.00
(Rs.Sixty nine only)
72450.00
12
1050.00 Providing and fabricating reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and binding (including
cost of binding wire) all complete up to floor five level.
Kg
13
6.50
Providing and laying in position specified grade of cement concrete for Cum
RCC structural elements upto floor five level including curing, compaction,
finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse
sand) and making good the joints and cost of plastizers( if required)
excluding the cost of centering, shuttering and reinforcement for Beams,
suspended floors, roofs, griders having slopes up to 15º, landings,
balconies, shelves, chajjas, lintels, bands, plain windows sills,
staircases and spiral staircases etc. M20 grade Nominal Mix / Design
Mix
3592.00
(Rs.Three thousand five
hundred ninty two
only)
23348.00
14
15.00
Random rubble dry stone Kharanja under floor.
Cum
646.00
(Rs.Six hundred forty six
only)
9690.00
15
305.00 Plaster on new surface on walls in cement sand mortar 1:4 including Sqm.
racking of joints etc. complete fine finish : 25 mm thick.
135.00
(Rs.One hundred thirty
five only)
41175.00
16
305.00 Providing and applying white cement based putty over plastered surface Sqm.
to prepare the surface even and smooth complete
72.00
(Rs.Seventy two only)
21960.00
17
Providing and fixing in CM 1 : 4 double paitam (rebated) stone door
window and ventilator frames of approved quarry :
10.00
(a) Size 100 x 75mm.
Mtr.
134.00
(Rs.One hundred thirty
four only)
1340.00
10.00
(a) Size 125 x 100mm.
Mtr.
140.00
(Rs.One hundred forty
only)
1400.00
18
20.00
Supplying and fixing machine cut dressed 100 mm thick Pink sand Sqm.
stone (Bansi Paharpur) dasa / coping wth ornamental shape having
moulding and "PAN Shape" engraving as per required pattern with
engraving depth of 10 mm (average) in single piece of length 120 cm to be
laid on cement mortar 1:4 (12 to 20mm thick) including pointing with
admixture of pigment matching with the stone shade.
3678.00
(Rs.Tthree thousand six
hundred seventy eight
only)
73560.00
19
20.00
Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal Sqm.
frame of rolled section by metal beading 20x3mm with suitable screw at
not exceeding 150mm distance.
428.00
(Rs.Four hundred twenty
eight only)
8560.00
20
21
580.00 Providing and fixing steel gate, grating , and grills made of angles, tees,
square bars, flats,or black pipe with holdfast and fittings complete as per
design and drawing including cutting welding and fabrication with
priming coat of red oxide
6.00
kg
Providing and fixing external grade board solid core single leaf flush door Sqm
shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue
both sides with approved steel fittings complete as per annexure 'A' :
Commercial Veneer both side ,30 mm thick
74.00
(Rs.Seventy four only)
42920.00
1229.00
(Rs.One thousand two
hundred twenty nine
only)
7374.00
22
850.00 Finishing wall with water proofing cement paint of approved brand and Sqm
manufacture and or required shade to give an even shade including all
scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm).
37.00
(Rs.Thirty seven only)
31450.00
23
280.00 Painting with synthetic enamel paint of approved brand and manufacture Sqm
to give an even shade :Two or more coats on new work
44.00
(Rs.Forty four only)
12320.00
24
65.00
French sprit polishing : Two or more coats on new work including a coat Sqm
of wood filler.
116.00
(Rs.One hundred sixteen
only)
7540.00
25
530.00 Distempering with oil bound washable distemper of approved brand and Sqm
manufacture to give an even shade including all scaffolding:New work
(two or more coats) over and including scrapping and priming coat with
cement primer.
52.00
(Rs.Fifty two only)
27560.00
26
45.00
Providing and fixing 1st quality standard white, grey, ivory, fume red Sqm
brown, light green, light blue and other light shades glazed tiles
confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls,
floors, steps, pillars etc. laid on a bed of neat cement slurry finished with
flush pointing in the white cement mixed with pigment to match the shade
of the tile complete (excluding the cost of cement plaster on walls and
pillar).
514.00
(Rs.Five hundred forteen
only)
23130.00
Total of Part (A)
750352.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of
rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part :"B" SANITARY WORK (BSR-2012)
S.No.
Qty
Description of Item
Unit
Rate
(in figure)
Amount
1
2.00
P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan Each
(IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting
and making good the wall and floor: Size 580x440mm.
1762.00
(in words)
(Rs.One thousand seven
hundred sixty two only)
2
2.00
P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste Each
pipe, dome waste couplings, concealed iron brackets or screws etc
complete. Flat Back (large) or half stall size 610x400x80mm.
3083.00
(Rs.Three thousand
eighty three only)
6166.00
3
5.00
P & F W.V.C. Half-Round Channel of approved make in C.M. 1:3, Mtr.
joints finished in white cement of: Size 100mm dia.
416.00
(Rs.Four hundred
sixteen only)
2080.00
4
2.00
P & F C.P. brass Urinal Spreader for stall urinal of approved make.
Each
253.00
(Rs.Two hundred fifty
three only)
506.00
5
2.00
P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with Each
C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) &
32 mm C.P. brass waste coupling of approved make, 25 mm G.I. waste pipe
complete including cutting & making good the wall.Size 580 mm x 450 mm
1853.00
(Rs.One thousand eight
hundred fifty three
only)
3706.00
6
3524.00
P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239
Mark) & MS clamps including cutting and making good the walls and
floors: Concealed pipe in wall including painting with anticorrosive
bitumen paint
32.00
(a) 15 mm dia nominal bore "B"class
Mtr.
141.00
(Rs.One hundred forty
one only)
4512.00
18.00
(b) 25 mm dia nominal bore "B"class
Mtr.
230.00
(Rs.Two hundred thirty
only)
4140.00
7
P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239
Mark) including trenching & refilling earth etc.
40.00
(a) 15 mm dia nominal bore "B"class
Mtr.
110.00
(Rs.One hundred ten
only)
4400.00
48.00
(b) 25 mm dia nominal bore "B"class
Mtr.
184.00
(Rs.One hundred eighty
four only)
8832.00
8
8.00
P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Each
Brass bib cock,15mm nominal bore.
518.00
(Rs.five hundred
eighteen only)
4144.00
9
16.00
528.00
(Rs.five hundred twenty
eight only)
8448.00
10
16.00
P & F Inlet Connection (Angle Valves) Superior quality, of approved make, Each
for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass (IS : 8931
marked)
P & F 15 mm. Dia Connection Pipe of approved quality/make : PVC pipe Each
with C.P. Brass nuts upto length, 450mm
77.00
(Rs.Seventy seven only)
1232.00
12
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
4.00
(a) Gun-metal 15mm nominal bore.
Each
248.00
(Rs.Two hundred forty
eight only)
992.00
4.00
(b) Gun-metal 25mm nominal bore.
Each
435.00
(Rs.Four hundred thirty
five only)
1740.00
(Rs.Three thousand
only)
3000.00
12
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license
No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe
& 25 Cm. long wash out pipe with plug & socket, including making
connection etc., complete of approved design: 500 litres capacity.
1.00
(a) 500 litres capacity.
Each
3000.00
1.00
(b) 1000 litres capacity.
Each
6000.00
(Rs.Six thousand only)
6000.00
484.00
13
2.00
P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : Brass Each
wt.750 gm, 20mm.
242.00
(Rs.Two hundred forty
two only)
14
2.00
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of Each
approved make with complete fittings C.I. brackets duly painted, brass ball
cock with ball, (IS: 1703 mark) complete including cutting and making
good the wall: PVC with PVC bend of make Commander champion.
1145.00
Thickness 150 mm. to
200 mm.
2290.00
(Rs.One hundred ten
only)
(Rs.One hundred seventy
four only)
2750.00
P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality
/make including joining the pipe with solvent cement rubber ring and
lubricant.
17
25.00
75 mm dia
Mtr
110.00
40.00
110 mm dia
Mtr
174.00
4.00
75 MM DIA
(a) Coupler (socket)
Each
57.00
(Rs.Fifty seven only)
228.00
4.00
(b) Plain Tee
Each
74.00
(Rs.Seventy four only)
296.00
63.00
(Rs.Sixty three only)
315.00
276.00
18
6960.00
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make
including joining the pipe with solvent cement rubber ring and lubricant:
5.00
© Bend 87 .5
Each
110 MM DIA
Each
0.00
4.00
(a) Coupler (socket)
Each
69.00
(Rs.Sixty nine only)
2.00
(b) Plain Tee
Each
121.00
(Rs.One hundred twenty
one only)
242.00
6.00
© Bend 87 .5
Each
104.00
(Rs.One hundred four
only)
624.00
2.00
(d) Door Tee
Each
138.00
(Rs.One hundred thirty
eight only)
276.00
2.00
(e) Door Bend
Each
100.00
(Rs.Hundred only)
200.00
25.00
(f) Pipe Clip
Each
23.00
(Rs.Twenty three only)
575.00
2.00
(g) Vent Cowel
Each
36.00
(Rs.Thirty six only)
72.00
Total of Part (B)
79010.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with
department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
S.No.
Qty
Signature of Contractor
With Address
Part "C" Based on A & M BSR - 2011
Description of Item
Unit
Amount
Rate
(in figure)
(in words)
1
20.00
Providing and fixing fine dressed sand stone/ approved stone
" Sqm.
Chhajja " for palaces, chhatries , forts and jharokas with fine dressed
surface both sides and front edges should be round shape / moulding ,
fixing in grinded lime surkhi mortar 1:2 , joint flush with proper adhesive
with pigment to match the shade of stone ( thickness of chhajja on front
edge 50mm, and 75 mm. on fixing end ) exposed surface is to be measured
only.
4099.00
( Rs. Four thousand
ninty nine only )
81980.00
2
8.00
Providing & Fixing " Corrugated " surface sand stone / approved stone Sqm.
flooring for ramp-way with fine dressed corrugation work as per
approved design and size over a base of grinded Lime Surkhi mortar 1:2
and jointed with masaldar lime putty and stone powder 1:1 with an
adixture of pigment,complete in all respect , as per direction of engineer
incharge . 100 mm. thick stone slab
1860.00
(Rs.One thousand eight
hundred sixty only)
14880.00
3
60.00
Providing & fixing fine dressed " sand stone flooring " with white sand Sqm.
stone ( Banshi paharpur / dholpur stone )
( panji marked
surface ) machine cut of approved shade set in pattern over 30 mm.thick
base of lime surkhi mortar 1:2 including jointing finished flush with lime
putty and stone powder with an admixture of pigment as per direction of
engineer incharge. ( 75 mm. thick ) .
1254.00
( Rs. One thousand two
hundred fifty four only
)
75240.00
4
15.00
Providing and fixing fine dressed machine cut sand stone. Stone steps Sqm.
(Treads & risers) with round nosing as per existing matching, fixing in
lime surkhi mortar 1:2, including , pointing in lime cream and stone
dust1:1, with an admixture ( 50mm to 60mm thick.)
1000.00
(Rs.One thousand only)
15000.00
5
82.00
Supplying & fixing fine dressed 35 mm to 40 mm. thick " flooring " with Sqm.
white / light pink sand stone ( machine grinded surface ) machine cut of
approved shade set in pattern over 30 mm.thick base of lime surkhi
mortar 1:2 including jointing with lime putty and stone powder with an
admixture of pigment , complete in all respect .
850.00
(Rs.Eight hundred fifty
only)
69700.00
6
10.00
Providing & fixing fine dressed "Ashlar stone work " (plain work) of Cum.
temple by mechanical / manual system carefully with proper order and
sequence , fixing with grinded lime surkhi / sand mortar 1:2 and joints
flush with lime cream and stone dust 1:1 , including all scaffolding and
shuttering work, the place directed by Engineer Incharge.
18535.00
(Rs.Eighteen thousand
five hundred thirty five
only)
185350.00
Total of Part (C)
442150.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
S.No. Quantit
y
1
Part "D" Based on Item Rate (Non- BSR)
Description of Item
Unit
Rate to be quoted
Amount
(in figure)
(in words)
R.ft.
@ ----------------
@ ---------------------
------------------------
R.ft.
@ ----------------
@ ---------------------
------------------------
Providing and fixing Teak wood beading 1st grade as per required size
including nails , scews and fevicol etc. Complete in all respect.
110.00
175.00
(a) Corner Beading with moulding ( 1"x1")
(b) Beading with moulding (1.5"x3/4")
2
Supply and arranging wooden"SHOW CASE " made out of 1st grade 1"
thick BERMA teakwood all side i.e. back, top bottom & sides of show case
as sample approved including fixing front side plain glass of 8.00mm thick
shutter with locking arrangement. The inside surface of showcase finished
with 6mm thick BWP Ply, 6mm thick foam & cloth with all exposed
beading, skirting etc, including superior quality malamine polish of
desired shade complete as per drawing & design and direction of circle
superdent./curator /authorised officer.
460.00 (a) 13" deep showcase
Sq.ft.
@ ----------------
@ ---------------------
------------------------
Sq.ft.
@ ----------------
@ ---------------------
------------------------
C.ft
@ ----------------
@ ---------------------
------------------------
@ ----------------
@ ---------------------
Providing and fixing W ooden door shutter for main gate of museum ,
made of 1st grade Berma Teak wood of 40mm thick planks and frame on
planks 75mmx35mm Both way ( 30 cm . c/c vertically & horizontally) and
Andheri size 90mmx35 mm with moulding on frames as per approved Sq.ft.
design with traditional" BRASS "fittings
( sankal , brass
handle ,kunda and Agal 20mm diax600mm.).
@ ----------------
@ ---------------------
------------------------
Providing and fixing fine dressed sand
"Stone Benches" for Visitors,
approved sand stone / approved stone as per aproved drawing and design
with moulding work 100mm thick (Top & Legs) fixing with proper adhesive, Each
legs fixed in concrete block 1:2:4 (45cm x45cm x 30cm) complete in all
respect (Size 150cm.×45cm. )
@ ----------------
@ ---------------------
------------------------
Providing & fixing fine dressed sand stone Arches / Mehrabs having
carving work as per heritage look as per approved design and
drawing.,fixing as per origional architecture with Araldite and adhesive Sqm.
including
groove
etc
mortar
complete
in
all
respect.
150 mm. to 200 mm. Thick both side carving work.
@ ----------------
@ ----------------------
------------------------
Providing & fixing fine dressed sand stone "Gardana " having moulding
work as per heritage look as per approved design and drawing.,fixing as
per origional architecture with Araldite and adhesive including groove etc
mortar. (size expose 9"x9")
@ ----------------
@ ---------------------
------------------------
200.00 (b) 15" deep showcase
3
4
5
6
7
8
105.00 Supply & arranging wooden Murti stand made out of 1st grade berma teak
wood & 18mm BWP ply including fine finish duco putty base with surfacer
& satin finish paint.(inside frame should be made of 1st grade BERMA teak
wood 2.5"x2.5" horizontally & vertically as required to take the sculpture
weight.) The work complete in all respect as per size drawing and
satisfaction of authrised officer.
210.00 Providing and fixing 8.00 mm thick glass shelves with suitable brackets
including grinding and polishing of edges as per approved shample
Sq.ft.
24.00
5.00
10.00
50.00
R.ft.
9
10.00
Providing & fixing fine dressed sand stone "Pillars" having moulding
/carving work as per heritage look as per approved design and
drawing.,fixing as per origional architecture with Araldite and adhesive Each
including groove etc mortar.
(size30 cm. x 30cm. bangridar &
height 1.60 mtr. to1.80 mtr.)
@ ----------------
@ ---------------------
Total of Part "C" Rs.
Note: The rates of this part shell be quoted as indivisual Item separately by the contractor
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
Signature of Contractor
With full address
------------------------
G-Schedule
Name of work : Miscellaneous repair works at Government Museum , Ahar (Udaipur).
S.No. Quantity
Part "A" Based on PWD-BSR 2012
Description of Item
Unit
Rate
(in figure)
(in words)
Amount
1
280.00 Painting with synthetic enamel paint of approved brand and Sqm
manufacture to give an even shade :Two or more coats on new
work
44.00
(Rs.Forty four only)
12320.00
2
740.00 Providing and fixing steel gate, grating , and grills made of
angles, tees, square bars, flats,or black pipe with holdfast and
fittings complete as per design and drawing including cutting
welding and fabrication with priming coat of red oxide
74.00
(Rs.Seventy four only)
54760.00
Providing and laying in position cement concrete including Cum
curing, compaction etc. complete in specified grade excluding
the cost of centering and shuttering - All work up to plinth
level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
3203.00
(Rs.Three thousand two
hundred three only )
22421.00
4
360.00 Plaster on new surface on walls in cement sand mortar 1:4 Sqm.
including racking of joints etc. complete fine finish : 25 mm
thick.
135.00
( Rs.One hundred thirty five
only )
48600.00
5
210.00 Providing and applying white cement based putty over Sqm.
plastered surface to prepare the surface even and smooth
complete
72.00
( Rs. Seventy two only )
15120.00
6
1560.00 Finishing wall with water proofing cement paint of approved Sqm
brand and manufacture and or required shade to give an even
shade including all scaffolding: New work (Two or more coats
applied @ 3.84 kg/10 sqm).
37.00
(Rs.Thirty seven only)
57720.00
2411.00
(Rs.Two thousand four hundred
eleven only)
12055.00
52.00
( Rs.Fifty two only )
117000.00
3
7
8
7.00
5.00
kg
Random Rubble stone masonry with hard stone in Cum
superstructure above plinth level and upto five level above
30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand).
2250.00 Distempering with oil bound washable distemper of approved Sqm.
brand and manufacture to give an even shade including all
scaffolding:New work (two or more coats) over and including
scrapping and priming coat with cement primer.
9
5.00
Brick work with F.P.S. bricks of class designation 75 in Cum
superstructure above plinth level upto floor V level in all shapes
and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand)
3458.00
(Rs.Three thousand four
hundred fifty eight only)
Total of Part (A)
17290.00
357286.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of
rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Part "B" Based on A & M BSR - 2011
S.No. Quantity
Description of Item
Unit
Rate
(in figure)
(in words)
Amount
1
45.00
Stone flooring work with chisel dressed surface of approved Sqm.
shade and quarry in irregular shape as per existing pattern on a
base of grinded lime sand mortar 30mm thick and jointing with
masaldar lime putty and stone dust mixed in 1:1 ratio with
admixture of pigment (75mm thick) stone as per existing
matching.
954.00
(Rs. Nine hundred fifty
four only)
42930.00
2
245.00 De-vegetation from monument by removing bushes, trees Sqm.
including complete uprooting from the walls & roofs /structures
carefully including suitable chemical treatment to roots to avoid
further growth including disposal of rubbish with in 50 mtr.lead
as per direction of Engineer incharge.
262.00
(Rs.Two hundred sixty
two only)
64190.00
Total of Part (B)
42930.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indevisual item will not be entertained at the right of rejecting the tender remains with department.
Executive Engineer
Archaeology and Museums
Rajasthan, Jaipur
I/We agree to quote my/our rates ------------------% above/bleow
(In workds) ----------------------------------------------------------------- above/below
Signature of Contractor
With Address
Lightening Bharatpur Museum.
Archaeology and Museums department
Name of work :- Electrification work at Govt. Museum, Bharatpur.
Part "A" : Based on PWD (Electrical) BSR 2013
Schedule "G"
S. No.
1
Qty
Description
Unit
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI
marked (IS :694) of 1.1kv grade and approved make in existing surface or recessed
conduit/casing caping including making connection etc. as required.
Rate
Rate in words
Amount
900.00 (a) 2x2.5 sqmm
Rmtr.
41.00
(Rs. Fourty one only)
36900.00
1000.00 (a) 4x4.0 sqmm
Rmtr.
113.00
(Rs. One hundred thirteen
only)
113000.00
Each
151.00
(Rs. One hundred fifty
one only)
3020.00
(Rs. Five hundred fourty
four only)
(Rs. Sixty three only)
4896.00
(Rs. Three hundred ninty
four only)
38612.00
2
Providing and fixing 240/415 V AC, MCB with positive isolation of breaking capacity not
less than 10KA /B/C/D tripping characteristic ISI marked IS : 8828(1996)/ confirming to
IEC 60898 in existing board/sheets including making connections, testing etc. as required.
20.00
3
Single pole MCB, 6A to 32 rating.
Providing and fixing 240/415 V isolator confirming to IS : 13947-III/IEC 60947-3 on
existing board/sheets including making connections, testing etc. as required.
9.00
Four pole isolator, 30A/40 A rating.
Each
544.00
4
50.00
Providing and fixing Fluorscent tube rod in existing fixtures as required.Fluorscent powder Each
coated (minimum 3 star rating.) 36/40 Watts
63.00
5
98.00
Providing and fixing strip type fluorscent tube fitting fabricated from (CRCA sheet and Each
finished with poder coating/stove enamelled paint/(extruded non corrosive UV resist EP
channel) complete with accessories (low loss copper choke, starter, starter seat)/ Electronic
choke with terminal block duly prewired with copper conductor including making
connections, testing etc. as required.
394.00
Page 1 of 3
3150.00
Lightening Bharatpur Museum.
6
25.00
Providing and fixing IP-43 protected strrt light luminaire on existing bracket sutaible for Each
FTL/T5 lamps housing made out from CRCA sheet steel finished with stove enameled paint
having deep drawn aluminium alloy,powder coated canopy reflector cum control gear
tray,UV stablized clear ribbed acrylicdiffuser held with synthetic gasket, min 06nos. of
toggles for securing acrylic cover with housing with all necessary acessories (low loss copper
choke, starter, starter seat)/ Electronic choke with terminal block duly prewired with copper
conductor including making connections, testing etc. as required.(without tube) : 1x36 Watts
1395.00 (Rs. One thousand three
hundred ninty five only)
34875.00
7
20.00
5985.00 (Rs. Five thousand nine
hundred eighty five only)
119700.00
8
20.00
Providing and fixing IP-66 protected strrt light luminaire on existing bracket sutaible for Each
HPSV/MH LAMP lamps made out from powder coated single coated single piece die
castalluminium housing, electrochemicallybrightened and anodized pot optics alluminium
reflector heat resistant and toughened glass cover and accessories like copper ballast,
electronic ignitor, capacitor holder prewired up to terminal block etc.as required including
making connections, testing etc. as required (Without lamp) : Fixture suaible for Metal
Halled Lamp, 1x150 Watts
Providing and fixing normal/ high cutput high pressure sodium vapour/Metal halled/ halogen Each
lamp as required.Metal halide lamp single ended tubular : 150 Watt
950.00
(Rs. Nine hundred fifty
only)
19000.00
9
21.00
Fhigh frequency electronic ballast 18/36 watts for FTL
575.00
(Rs. Five hundred seventy
five only)
12075.00
Each
Total of Part "A"
385228.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indivisual item will not be entertained as
the right of rejecting the tender remains with department.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our ratec……………..% above/below.
(In words)…………………………………………. …………above/below.
Signature of contractor with full address.
Page 2 of 3
Lightening Bharatpur Museum.
Archaeology and Museums department
Name of work :- Electrification work at Govt. Museum, Bharatpur.
Part "B" : Non BSR Items
Schedule "G"
S. No.
1
Qty
1.00
Description
Unit
Testing all the existing damaged electrification work in whole campus of Bharatpur Museum Job.
complete in all respect and identified lighs in underground only replacement as per originolly
as required iincluding connection, testing etc. complete as direction of competent authority.
Total of Part "B"
Note : The rate for this part shall be quoted as item wise.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to the rates quoted against each item above.
Signature of contractor with full address.
Page 3 of 3
Rate
Rate in words
(Rs.
…...…………………)
Amount
Govt. Museum, Bharatpur.
Archaeology and Museums department
Name of work :- Conservation, restoration and development work at Govt. Museum, Bharatpur.
Part "A" : Based on PWD (BPR) BSR 2012
Schedule "G"
S. No.
Qty
Description
1
150.00 Earth work in excavation in foundation trenches or drains including dressing of sides and
ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and
depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated
soil as directed with in a lead of 50 meter. All kinds of soil.
2
200.00 Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as
10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all lift
disposed earth to be levelled and neatly dressed: All kinds of soil
3
60.00 Dry stone pitching including preparing the surface etc. complete : Random Rubble
4
5
6
7
8
9
Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above
30CM thick wall in : Cement Mortar 1:6 ( 1-Cement : 6-Sand).
80.00 Supplying and fixing in cement sand mortar 1:4 sand or other approved stone dasa or coping
of thickness 75 to 100mm (fine dressed) : Plain or Bull nosed.
650.00 Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or
black pipe with holdfast and fittings complete as per design and drawing including cutting
welding and fabrication with priming coat of red oxide.
30.00 Brick masonry in super structure upto third storey. with bricks of class designation 75 in :
Cement mortar 1 : 6 (1 cement : 6 coarse sand)
30.00 Stone slab roofing on ground floor with fine grained stone slab from approved quarry
including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,
ralthal, stone kharanja, lime terracing 90mm average thickness [as per JAIPUR PRACTICE]
with ceiling pointing in cement sand mortar 1 : 3 complete as per specification for span :
Above 3.00 metre and upto 3.30 metre.
250.00 Carriage of building rubbish (grit and ballast ) etc including loading and unloading complete.
with lead all lead.
85.00
Page 1 of 7
Unit
Cum
Rate
136.00
Rate in words
(Rs. One hundred thirty
six only)
Amount
20400.00
Cum
133.00
(Rs. One hundred thirty
three only)
26600.00
Cum
696.00
(Rs. Six hundred ninty six
only)
1857.00 (Rs. One thousand eight
hundred fifty seven only)
2649.00 (Rs. Two thousand six
hundred fourty nine only)
70.00 (Rs. Seventy only)
41760.00
Cum
Sqm
Kg
Cum
Sqm
Cum
2864.00 (Rs. Two thousand eight
hundred sixty four only)
1324.00 (Rs. One thousand three
hundred twenty four only)
61.90
(Rs. Sixty one & paise
ninty only)
157845.00
211920.00
45500.00
85920.00
39720.00
15475.00
Govt. Museum, Bharatpur.
10
45.00
11
30.00
12
40.00
13
40.00
14
1.00
15
1.00
16
1.00
Construction of tube-well from ground levels and upto 100 Meter depth and above to
accommodate housing and assembly pipe of following sizes in all types of alluvium strata by
percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per
IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its
primary packing and packing during development, lowering of housing & strainer assembly
pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand
particles. The work will not include cost of housing pipe and strainer pipe assembly and
development work, but work would be completed after obtaining sand free water).150 mm
Nominal bore.
Development of tube well as per IS specification using suitable compressor to give sand free
water for required yield of the gravel packed tube well.
Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of
following sizes at site of work.150mm Nominal bore of pipe,168.3mm Outside dia of Pipe,
5mm Thickness of Pipe,20.13 Mass of plane tube (kg.\m)
Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the
site of work including required size of slotting as per IS:8110-1985.150 mm Nominal Bore.
1056.00 (Rs. One thousand fifty
six only)
47520.00
Hrs.
594.00
17820.00
Rmtr.
935.00
(Rs. Five hundred ninty
four only)
(Rs. Nine hundred thirty
five only)
Rmtr.
1045.00 (Rs. One thousand fourty
five only)
41800.00
Testing verticality of tube-well by plumbing system and yield test and draw down test by Each
pumping system as per IS: 2800 (Part II) 1979.
S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing Each
size: 150mm dia
Installation of submersible motor pump set in Tube-well/open well complete ( labour charges Each
only) including transportation of tripod, chain pulley block & any other material required for
lowering purpose.
8316.00 (Rs. Eight thousand three
hundred sixteen only)
277.00 (Rs. Two hundred seventy
seven only)
3696.00 (Rs. Three thousand six
hundred ninty six only)
8316.00
Page 2 of 7
Rmtr.
37400.00
277.00
3696.00
Govt. Museum, Bharatpur.
17
1.00
Supplying and installation of submersible pumping motor pump sets I.S.I. Marked (IS : 8034- Each 35000.00 (Rs. Thirty five thousand 35000.00
1989 ) of approved make like K.S.B., KIRLOSKAR, Calama etc. or equivalent, making
only)
connection suitable for T.W./D.C.B./Open well. The job includes screwing and welding of
flanges on G.I. riser pipes, installation of complete fitting and accessories, with riser pipes,
jointing of electrical cables and other connections making switch board electrical
connections, all labour for testing of submersible pump set and supply of water to water
mains, complete in all respect 5.0 HP, 3-Ø, (120-220)Mtr, (100-38)LPM
Total of Part "A"
836969.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indivisual item will not be entertained as
the right of rejecting the tender remains with department.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our ratec……………..% above/below.
(In words)…………………………………………. …………above/below.
Signature of contractor with full address.
Page 3 of 7
Govt. Museum, Bharatpur.
Archaeology and Museums department
Name of work :- Conservation, restoration and development work at Govt. Museum, Bharatpur.
Part "B" : Based on A&M BSR 2011
Schedule "G"
S. No.
Qty
Description
1
100.00 De-vegetation from monument by removing bushes, trees including complete uprooting from
the wall & roofs/structures carefully including sutaible chemical treatment to roots to avoid
further growth including disposal of rubbish with in 50mtr. Lead as per direction of Engineer
incharge.
2
1000.00 Providing and spray/brushing of Gur, gugal & methi solution for bonding of lime work as
per specification (200gm gugal, 200gm belgiri powder, 200gm methi powder and 1 kg. Gur
mixed in 20litre water and boiled and sttired till the solution volume reduce upto 3/4th) using
15.00litre solution in 10.00sqm. area.
3
1000.00 Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional
practice (by grinding) in 3 course for base coarse and subsequent course & Loi, tamping,
beating, curring till the shrinkage cracks are disappear. The work is to be done with all lead
as the work is of restoration nature as per Jaipur practice including adding gur,methi & gugal
on old walls including removal of all old loose and decade plaster, each coat to be done after
3 days of previous coat.45 mm thick in four coats.
4
500.00 Flush pointing over joints of dressed stone cladding, chajjas, jali etc. with neat cement, sand
& colour including racking the joints as per Jodhpur practice including all leads and lifts
with grinded mortar of lime putty and stone powder mixed in 1:1 ratio and gur, methi, gugal
etc. are to be mixed as per old traditional practice.
5
35.00 Providing and laying lime concrete in foundation and plinth using 40% lime mortar and
20mm nominal size graded aggregate (crusher broken ) including ramming and watering
complete in all respect comprising of : ( 1 Lime putty : 2 Surkhi mortar.)
6
70.00 Providing and Fixing fine dressed "kerb stone (Dand stone) along with path way
/gardening,tapper/round with top edges in lime surkhi mortar 1:2 including pointing with
lime cream and stone dust with an admixture of pigment complete in all respect as per
direction of Engineer incharge.(a) Size 100 x300mm fine dressed.
Page 4 of 7
Unit
Sqm
Rate
262.00
Rate in words
(Rs. Two hundred sixty
two only)
Amount
26200.00
Sqm
30.00
(Rs. Thirty only)
30000.00
Sqm
208.00
(Rs. Two hundred eight
only)
208000.00
Sqm
147.00
(Rs. One hundred fourty
seven only)
73500.00
Cum
2050.00 (Rs. Two thousand fifty
only)
71750.00
Rmtr.
584.00
40880.00
(Rs. Five hundred eighty
four only)
Govt. Museum, Bharatpur.
7
8
9
10
11
12
13
14
200.00 Random Rubble stone masonary for superstructure, 4.50mtr. Height above plinth level/ one
storey height above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1 Lime putty : 2 Surkhi
including adding admixture like gur, methi etc. in mortar.)
6.00 Providing & fixing ashlar "Rain water Spouts" (3) lines dressed as per traditional practice /
existing design / approved design size 60 x 30 x 25 cm, fixing the rain water spout with lime
surkhi mortar 1:2, with proper slope complete in all respect.
30.00 Providing & fixing "Ornamental stone cladding" of approved sand stone with dressing
complete as per existing design/pattern/approved design,fixing with 30mm thickgrinded lime
surkhi mortar 1:2 & pointing with white cement with araldite and pigment to match shade the
stone complete in all respect as per direction of Engineer incharge.(75mm thick)
30.00 Providing and Fixing fine dressed sand stone /approved stone "Chajja" for
palaces,chattries,forts and jharokas with fine dressed surface both sides and front edges
should be round shape/moulding, fixing in grinded lime surkhi mortar 1:2 joint flush with
proper adhesive with pigment to match the shade of stone (thickness of chajja on front edge
50mm and 75mm on fixing end) exposed surface is to be measured only.
150.00 Providing and fixing fine dressed sand stone "Cladding" (Plain dressing only) as per
existing matching , fixing in grinded lime surkhi mortar 1:2 including pointing in cream and
stone powder 1:1 with an admixture of pigment to match the shade of stone complete in all
respect including removal of damaged cladding.50mm to 60mm thick
200.00 Stone flooring work with chisel dressed surface of approved shade and quarry in irregular
shape as per existing pattern on a base of grinded lime sand mortar 30mm thick and jointing
with masaldar lime putty and stone dust mixed in 1:1 ratio with admixture of pigment
(75mm thick) stone as per existing matching.
30.00 Providing & fixing fine dressed machine cut sand stone Stone steps (Treads & risers) with
round nising as per existing matching fixing in lime surkhi mortar 1:2 including pointing in
lime cream and stone dust 1:1 with an admixture (50mm to 60mm thick)
750.00 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with
grinding mill/manually on lime base,on all flat surface in two coats.First coat applying 3mm
to 4mm thick and curing properly at least 7 days,second finishing coat done after 7days of
previous coat as per traditional practice.(thickness not more than 6 mm.)
Page 5 of 7
Cum
1680.00 (Rs. One thousand six
hundred eighty only)
Each
750.00
Sqm
3375.00 (Rs. Three thousand three
hundred seventy five
only)
101250.00
Sqm
4099.00 (Rs. Four thousand ninty
nine only)
122970.00
Sqm
1679.00 (Rs. One thousand six
hundred seventy nine
only)
251850.00
Sqm
954.00
190800.00
Sqm
1000.00 (Rs. One thousand only)
30000.00
Sqm
343.00
257250.00
(Rs. Seven hundred fifty
only)
(Rs. Nine hundred fifty
four only)
(Rs. Three hundred fourty
three only)
336000.00
4500.00
Govt. Museum, Bharatpur.
15
16
300.00 Araish plaster (as per Jaipur practice) 1:2 ( 1 lime : 2 Zikki) on lime plaster or plane back Sqm 1418.00 (Rs. One thousand four 425400.00
ground including preparation of lime for 6 months by slaking of lime with curd and changing
hundred eighteen only)
the water every week. The Kara plaster of not more than 6mm thick is to be left the
maximum of 3 months to appear the shrinkage & temperature cracks. Over the Kara plaster
2mm layer of grinded lime putty is to be done and is to be rubbed Gently by Akik stone.
Then adding Khoppra & Ghee and inserting the design of colour boarder all round.
14.00 Providing and fixing fine dressed sand stone "Todies" (Brackets) as per existing matching Each 1901.00 (Rs. One thousand nine 26614.00
hundred one only)
stone with moulding work with fine finishing , fixing in grinded lime surkhi mortar 1:2
including scaffolding, lead & lift complete in all respect.Size : 60cm X 45cm X 7.50cm
(exposed part only.)
Total of Part "B"
2196964.00
Note : The rate for this part shall be quoted as a whole percentage above or below. Any rate quoted separately for indivisual item will not be entertained as
the right of rejecting the tender remains with department.
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to quote my/our ratec……………..% above/below.
(In words)…………………………………………. …………above/below.
Signature of contractor with full address.
Page 6 of 7
Govt. Museum, Bharatpur.
Archaeology and Museums department
Name of work :- Conservation, restoration and development work at Govt. Museum, Bharatpur.
Part "C" : Non BSR Items
Schedule "G"
S. No.
Qty
Description
Unit
1
300.00 Prepartion of surface for execution of Arish work in Kamrakhas verandah campas complete Sqm
including disposal of waste material from site as per direction of Engineer incharge.
2
3
4
Rate
Rate in words
(Rs.
…...…………………)
205.00 Providing and fxing of False ceiling in kamrakhas campus roofing with approved double Sqm
thread cotton cloth, traditional existing wooden designs and tightning as per requirement
from existing wooden blocks complete in all respect as per existing traditional design,
pattarn including dismembring/removing existing damaged all parts of ceiling & direction of
Engineer incharge.
1.00 Providing and fixing Panel board for tube well electrical fittings including testing etc. Each
complete as per dirtection of Engineer incharge.
(Rs.
…...…………………)
3500.00 Dismembering steel work/railing in built-up sections in angles, tees, flats, ms bars and
channels etc. including all bolts, nuts, cutting, rivets, weiding etc. including stacking within
50 meters lead and fixing the same as per exising design & pattern complete as per direcction
of Engineer incharge.
Total of Part "C"
Note : The rate for this part shall be quoted as item wise.
(Rs.
…...…………………)
Executive Engineer,
Archaelogy and Museums
Rajasthan, Jaipur
I/We agree to the rates quoted against each item above.
Signature of contractor with full address.
Page 7 of 7
Kg
(Rs.
…...…………………)
Amount