Local Self Government Department Tender
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Costs
EMD
₹ 48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DLB_102539_1Bid Award Id
ViewTender No
93/2018-19Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://http://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
GEM & Bid Advisory Services
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Documents
BOQ Items
Fine ,xzhxsV
-
-
-
jsr @ ctjh
200
180000
900
[ksrMh CykWd ds fy,
-
-
-
ctjh LFkkuh; Local
-
-
-
[ksrMh CykWd ds fy,
75
63750
850
lqj[kh
50
21500
430
iRFkj pw.kZ Stone Dust ( for masonary work)
50
48000
960
fxV~Vh iRFkj@ bZaV dh ( for other than road work)
-
-
-
iRFkj dh 40 fe-eh- ukeh; eki dh gkFk ls VwVh gqbZ
-
-
-
iRFkj dh 40 fe-eh- ukeh; eki dh dzs'kj ls rksM+h gqbZZ
150
135000
900
mn;iqjokVh ,oa [skrMh CykWd ds fy,
60
54000
900
iRFkj dh 20 fe-eh- ukeh; eki dh dzs'kj ls rksM+h gqbZZ
200
180000
900
mn;iqjokVh ,oa [ksrMh CykWd ds fy,
55
49500
900
iRFkj dh 12@ 10 @ 6 fe-eh- ukeh; eki dh dzs'kj ls rksM+h gqbZZ
50
47500
950
[ksrMh CykWd ds fy,
-
-
-
bZaV dh fxV~Vh
20
5000
250
lM+d dk;Z gsrq lkexzh
-
-
-
63&40 fe-eh- ukeh; eki dh gkFk ls VwVh gqbZ
50
30000
600
63&40 fe-eh- ukeh; eki dh dszs'kj ls VwVh gqbZ [ksrMh CykWd ds fy,
-
-
-
90&45 fe-eh- ukeh; eki dh gkFk ls VwVh gqbZ
50
28750
575
90&45 fe-eh- ukeh; eki dh gkFk ls VwVh gqbZ vU; CykWd ds fy,
-
-
-
Dosjh jfcl
-
-
-
Dosjh jfcl [ksrMh ds fy,
250
112500
450
ckbZafMax lkexzh ¼PI 4-6½
100
30000
300
53&22-4 ,e,e dsz'kj czksdu iRFkj dh fxV~Vh
50
50000
1000
13-2@ 11-2 ,e,e dsz'kj czksdu iRFkj dh fxV~Vh [ksrMh CykWd
50
47500
950
6 ,e,e dsz'kj czksdu iRFkj dh fxV~Vh
50
52500
1050
bZaV
-
-
-
izFke Js.kh dh
10000
45000
4.5
f}rh; Js.kh dh
10000
38000
3.8
lksfyax @ [kjUtk@ fpukbZ iRFkj
-
-
-
fpukbZ csjn~nk ( R.R.)
-
-
-
fpukbZ csjn~nk ( R.R.) [ksrMh CykWd ds fy,
50
42500
850
fpukbZ jn~nk ( C.R.)
-
-
-
[kjUtk lksfyax ¼ 15 ÅpkbZ rd )
50
45000
900
[kjUtk lksfyax ¼15 ÅpkbZ rd ) [ksrMh CykWd ds fy,
-
-
-
[kjUtk lksfyax ¼23 ÅpkbZ ls vf/kd )
50
42500
850
[kjUtk lksfyax ¼23 ÅpkbZ ls vf/kd ) [ksrMh CykWd
-
-
-
pkisa ¼iV~Vh dh Nr esa [kjUtk gsrq Flaky Material)
-
-
-
lsaM LVksu ( DPC, sill, coping, lintel, Tand, Almirah etc. )
-
-
-
25 feeh- eksVkbZ rd
25
10250
410
25&40 feeh- eksVkbZ rd
25
11000
440
40&50 feeh- eksVkbZ rd
25
12000
480
50&75 feeh- eksVkbZ rd
25
14375
575
75&100 feeh- eksVkbZ rd
25
15625
625
Q'kZz @ iV~Vh iVku @ dkryk iRFkj
-
-
-
Q'kZz ds dkrys Up to .35 mm. thick, 3 sq.ft or more area
50
21000
420
iV~Vh iVku ds fy, dkryk 60&75 eksVkbZ 3 sq.ft or more area
50
28000
560
fcuk ikfy'k dk jQ dksVk LVksu more than 3 sq.ft area
-
-
-
900 oxZ ls0eh0 rd
20
5200
260
900 ls 2300 oxZ ls0eh0 rd
20
6300
315
2300 oxZ ls0 eh0 ls vf/kd
20
7600
380
ikfy'k dksVk LVksu ,d lkbM ikfy'k more than 3 sq.ft area
-
-
-
900 oxZ ls0eh0 rd
50
13750
275
900 ls 2300 oxZ ls0eh0 rd
50
17000
340
2300 oxZ ls0 eh0 ls vf/kd
50
20000
400
ekjcy iRFkj
-
-
-
edjkuk vM+Uxk ekcZy 15 ls 20 ,e ,e ekSVkbZ esa
-
-
-
900 oxZ ls0eh0 rd
50
15750
315
900 ls 2300 oxZ ls0eh0 rd
50
18000
360
jktuxj f}rh; DokfyVh@ LFkkuh; ekcZy 15&20 ,e,e ekSVkbZ esa
-
-
-
900 oxZ ls0eh0 rd
25
7875
315
900 ls 2300 oxZ ls0eh0 rd
25
9000
360
2300 oxZ ls0 eh0 ls vf/kd
25
10500
420
ekjcy fpIl
1000
3500
3.5
ekjcy ikmMj
1000
3500
3.5
ekjcy djsth VqdM+h
1000
5500
5.5
iRFkj dh pkS[kV
-
-
-
,dy iSrke 100X75 feeh-
50
7500
150
,dy iSrke 125X75 feeh-
50
9000
180
iRFkj dh ifV~V;ka
-
-
-
5 fQV yEckbZ rd de ls de 40 feeh- eksVkbZ
100
60000
600
5&8 fQV yEckbZ rd de ls de 50 feeh- eksVkbZ
25
16250
650
8&10 fQV yEckbZ rd de ls de 65 feeh- eksVkbZ
25
17500
700
10 fQV yEckbZ ls vf/kd de ls de 75 feeh- eksVkbZ
25
18750
750
izhdkLV VkbZYl @ CykWDl
-
-
-
Glazed Size 30X45
25
10000
400
Mosac Size 40 mm. thick
25
5750
230
Vitrifies size 60X60
25
13750
550
Interlock Tiles / Brick/ Block for road work
-
-
-
Cement interlocking block M-30 grade 60 mm. thick
200
90000
450
Cement interlocking block M-30 grade 80 mm. thick
2000
1100000
550
Cement interlocking block M-30 grade 100 mm. thick
50
32500
650
QSDV`h esa cus njokts ¼30 feeh- eksVs Bksl dksj ,dy iYys½
20
36000
1800
LFkkuh; ydM+h njokts] f[kM+dh ds fdokM+
10
23000
2300
Structural Steel
-
-
-
Tor Steel for Rienforcement
-
-
-
Binding Wire 18 Guage
100
6500
65
yksgs ds xMZj
300
15600
52
dksfu;k yksgk ¼Angle iron½@ pkSdksjlfj;k@ iRrh@
200
9600
48
dkaVsnkj yksgs dk rkj
200
14000
70
tkyh
-
-
-
yksgs dh tkyh (26 guage 14 mesh)
20
5400
270
40 fe-eh- eksVh lhesaV dadzhV tkyh vkdk'k ikrky
20
4400
220
Glass
-
-
-
3 mm. tkick Glass
25
8500
340
jax isUV
-
-
-
bukfewy isUV
10
2700
270
fMLVsEij
20
1800
90
pwuk iqrkbZ ¼ vkjkl@ dyh½
100
1200
12
izkbej fMLVsEij
50
5000
100
izkbej yksgs ds fy,
20
3400
170
izkbej ydM+h ds fy,
20
3400
170
iSV`ksfy;e inkFkZ
-
-
-
Mhty HSD
100
7000
70
eksfcy vk;y
10
2900
290
fcVqeu 'kkyhVSDl cksMZ
25
14375
575
lknk 'khV ¼Iysu pn~nj½
-
-
-
th- vkbZ- lknk pn~nj 22 xst
10
4200
420
th- vkbZ- lknk pn~nj 24 xst (0.511 mm.)
10
4000
400
,e- ,l- pn~nj 22 xst (0.643 mm.)
10
4000
400
,e- ,l- pn~nj 24 xst (0.643 mm.)
10
3500
350
ukyhnkj pn~nj
-
-
-
th- vkbZ- pn~nj 24 xst ¼ 0-63 ,e,e½
20
8600
430
th-vkbZ-- pn~nj 22 xst (0.643 mm.)
20
9000
450
,LcsLVl lhesaV pn~nj 6 feeh- (2.5/ 2.75X 1m.)
20
4000
200
vU; pn~nj
-
-
-
ih- oh- lh- pn~nj 1 feeh- eksVh ¼jaxhu@ Iysu½
20
6500
325
gjs uhys jax dh fyVs:Q ,Dliks pn~nj ¯¼183X90 cm½
20
7000
350
ikbi
-
-
-
th- vkbZ- 15 feeh- O;kl ¼ch- Dykl½
200
18000
90
th- vkbZ- 20 feeh- O;kl ¼ch- Dykl½
200
22000
110
th- vkbZ- 25 feeh- O;kl ¼ch- Dykl½
200
31000
155
,- lh- 75 feeh- O;kl
50
1750
35
,- lh- 100 feeh- O;kl
50
2000
40
ih- oh- lh- 90 feeh- O;kl ¼fjax lfgr½
100
12500
125
ih- oh- lh- 110 feeh- O;kl ¼fjax lfgr½
100
15500
155
ih- oh- lh- 140 feeh- O;kl ¼fjax lfgr½
100
22000
220
ih- oh- lh- 110 feeh- O;kl ¼6 kg/ cm2½ e; diyj
100
11500
115
lsusVjh
-
-
-
Indian W.C.
5
2500
500
Orrisa W.C.
5
3250
650
European W.C.
4
4000
1000
iSjnku (Foot rest)
10
6000
600
phuh feV~Vh gksBnkj ew=nkuh (Urinal 430X300 mm. ) e; difyu o ih-oh-lh- osLV ikbi
5
3000
600
gkFk /kksou ik= (wash hand basin 450X300 mm. ) e; difyu o ih-oh-lh- osLV ikbi
5
3750
750
lh- ih- fiyj dkd vkbZ- ,l- ekdkzZ
10
3750
375
lh- ih- fcc dkd vkbZ- ,l- ekdkzZ
10
3500
350
flLVuZ 10 yh0
10
8000
800
125 fe-eh- O;kl dh lhih tkyh
10
400
40
vkj- lh- lh- NP3 áqe ãqe ikbi e; dksyj
-
-
-
1200 feeh- O;kl
10
44000
4400
1000 feeh- O;kl
10
36000
3600
750 feeh- O;kl
10
22000
2200
600 feeh- O;kl
10
17500
1750
450 feeh- O;kl
10
11000
1100
300 feeh- O;kl
10
7000
700
,Qvkj ih oh lh bUlqysfVM dksij dUMDVj flaxy dksj dsfcy ISI Marked
-
-
-
0-50 oxZ feeh-
100
550
5.5
1-00 oxZ feeh-
100
750
7.5
1-50 oxZ feeh-
100
1080
10.8
2-50 oxZ feeh-
100
1750
17.5
4-00 oxZ feeh-
100
2660
26.6
6-00 oxZ feeh
100
3860
38.6
3 dksj lceflZfcy dscy
-
-
-
4-00 oxZ feeh-
200
22000
110
6-00 oxZ feeh
100
14000
140
13@ 0-20 feeh- fV~ou dksj ih-oh-lh- [kksyh ;qDr QysV yphyh dksij dsfcy
51
1020
20
LVhy dUM~;wV vkbZ-,l-vkbZ-ekdkZ
-
-
-
20 feeh- O;kl
50
2500
50
25 feeh- O;kl
50
2500
50
ih-oh-lh- dUM~;wV vkbZ-,l-vkbZ-ekdkZ
-
-
-
20 feeh- O;kl
50
900
18
25 feeh- O;kl
50
1050
21
taD'ku ckWDl
-
-
-
20 feeh- ou os
20
240
12
20 feeh- Vw os
20
240
12
25 feeh- Vw os
20
260
13
20 feeh- ou os ih-oh-lh-
20
260
13
eksM~;wy th- vkbZ- cksDl
-
-
-
2 eksM~;wy ds fy,
20
400
20
3 eksM~;wy ds fy,
20
600
30
eksM~;wy csl o doj IysV
-
-
-
2 eksM~;wy ds fy,
20
800
40
3 eksM~;wy ds fy,
20
1100
55
eksM~;wy fLop ou os vkbZ-,l-vkbZ- ekdkZ
-
-
-
,lih 5@6 ,Eih;j
20
400
20
,lih 15@16 ,Eih;j
20
1600
80
eksM~;wy fLop ou os vkbZ-,l-vkbZ- ekdkZ
-
-
-
3 fiu 5@6 ,Eih;j
20
1600
80
5 fiu 15@16 ,Eih;j
20
2400
120
LVhy QkLVuj 6 feeh X 75 feeh-
-
-
-
MCB Mhch
-
-
-
2$2 os ,lih,u- flaxy Mksj
5
600
120
2$4 os ,lih,u- flaxy Mksj
5
1100
220
2$6 os ,lih,u- flaxy Mksj
5
1200
240
th- vkbZ ikbi e/;e ntkZ
-
-
-
15 feeh- O;kl
50
4000
80
40 feeh- O;kl
25
5375
215
rkEck rkj 8SWG 4.00 mm. Dia (0.117 Kg / mtr)
5
2900
580
lh vkbZ@ ,e ,l doj IysV yksfdax O;oLFkk ds Qzse ls tqM+h gqbZ
10
1500
150
pkjdksy
10
300
30
ih-oh-lh ikbZi 50 feeh- O;kl ¼6 fd-xzk- ifr oxZ lseh-½
100
6300
63
ih-oh-lh ikbZi 63 feeh- O;kl ¼6 fd-xzk- ifr oxZ lseh-½
-
-
-
ih-oh-lh ikbZi 75 feeh- O;kl ¼6 fd-xzk- ifr oxZ lseh-½
100
12500
125
ih-oh-lh ikbZi 90 feeh- O;kl ¼6 fd-xzk- ifr oxZ lseh-½
50
7000
140
ih-oh-lh ikbZi 110 feeh- O;kl ¼6 fd-xzk- ifr oxZ lseh-½
50
8750
175
ih-oh-lh ikbZi 25 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
1850
37
ih-oh-lh ikbZi 50 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
2500
50
ih-oh-lh ikbZi 63 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
3650
73
ih-oh-lh ikbZi 75 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
4650
93
ih-oh-lh ikbZi 90 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
6250
125
ih-oh-lh ikbZi 110 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
7750
155
ih-oh-lh ikbZi 140 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
13250
265
ih-oh-lh ikbZi 160 feeh- O;kl ¼4 fd-xzk- ifr oxZ lseh-½
50
17500
350
,pMhbZ ikbZi 25 ,e,e O;kl
55
990
18
,pMhbZ ikbZi 90 ,e,e O;kl
20
5400
270
,pMhbZ ikbZi 110 ,e,e O;kl
20
7800
390
lceflZfcy flaxy QSl @ 3 Qsl eksVj vkbZ ,l ekdkZZ
-
-
-
5 ,pih
2
55000
27500
10 ,pih
2
77000
38500
12&50 ,pih
2
89000
44500
fj¶ySDl okYo
-
-
-
80 mm.
2
5600
2800
65 mm.
2
4800
2400
32 mm.
2
1600
800
yksgs ds f[kM+dh njokts @ xsV fxzy vkfn
200
14000
70
,e0 ,l0 yksgs ds dsflax ikbZi
-
-
-
200 mm. Dia
20
26000
1300
150 mm. Dia
20
14000
700
125 mm. Dia
20
12000
600
iEi gsrq LVkZVj 10 gklZ ikoj ls Åij
2
760
380
Precast CC (1:1.5:3) Rings Size 2.5 Ft Dia & Hight 1.25 Ft
100
35000
350
Precast CC (1:1.5:3) Rings Size 3.0 Ft Dia & Hight 1.25 Ft
100
40000
400
lceflZfcy eksVj yksfjax@vuyksfjax e; iSfdza] uV cksYV Vsijksy bR;kfn
5
7500
1500
ih-oh-lh- okVj Vsad e; doj ¼IS: 12701-1989 ds vquq:i½
5000
30000
6
midj.k e; vkijsVj@ gSYij dh njsa o"kZ 2018&2019
-
-
-
fdjk;k izfrfnu 8 ?kUVs ds fy;s gS A
-
-
-
fdjk;k ih- vks- ,y- jfgr gS A
-
-
-
;U= dk uke
-
-
-
Mhty jksM jksyj 8 ls 10 Vu
20
48000
2400
'khi QqV jksyj
20
4000
200
Vªd 9 Vu
20
30000
1500
VªSDVj
20
20000
1000
VªSDVj e; Vªksyh
10
13000
1300
VªSDVj Vªksyh
10
3000
300
dYVhosVj
10
2000
200
VªSDVj e; ikuh Vsadj 4000 yh0 ikuh {kerk
15
12000
800
lhesaV dadzhV feDlj 7 & 10 ?ku QqV
10
9000
900
ifEiax lsV 15 ,p- ih-
4
3000
750
fufMy IysV okbczsVj
10
5000
500
maVxkM+h@ cSyxkM+h MªkbZoj lfgr
10
7000
700
f?klkbZ e'khu e; vkWijsVj
10
7500
750
Compressor
38
9500
250
Hydrolic Excavater/ JCB (Bucket capacity 0.4 Cum)
18
14400
800
Hydrolic Excavater/ JCB (Bucket capacity 0.4 Cum)
10
30000
3000
Ldzsij
-
-
-
lVfjax ydM+h ds QUVs e; cYyh o vU; lkexzh
100
12000
120
lVfjax IykbZ dh e; cYyh o vU; lkexzh
100
15000
150
lVfjax yksgs dh IysV dh e; cYyh o vU; lkexzh
100
14000
140
ikuh Vsadj Vªsyj 4000 liter capacity including water at site
50
25000
500
Evaluation Notes How It Works ?
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