Public Works Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 41,000Document Cost
₹ 500Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_386354_2Tender No
NIT 25 EE PWD JJNTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
362.88
15966
44
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
87.12
3833
44
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
179.4
7893
44
... More
¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
300.58
13225
44
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Add extra over item No.16.1.3.1 to 16.1.3.5 if earth work is an embankment including breadking of clods, laying of soil in layers not exceeding 250mm (loose thickness) in required side slopes, ramming etc. complete.
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
362.88
2540
7
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
87.12
609
7
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
179.4
1255
7
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
300.58
2104
7
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Add extra for compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness, of proctor density.
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
362.88
7257
20
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
87.12
1742
20
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
179.4
3588
20
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
300.58
6011
20
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2. (i) Using naturally occuring gravel
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
84
36960
440
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
26.4
11616
440
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
75.9
33396
440
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
99.75
43890
440
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
63
81018
1286
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
19.8
25462
1286
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
56.93
73211
1286
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
74.81
96205
1286
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Interlocking Concrete Block Pavement(Banas/Bikaner quarry sand permitted only) Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm.
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
840
436800
520
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
264
137280
520
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
759
394680
520
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
997.5
518700
520
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Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge.
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
1
14123
14123
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
1
14123
14123
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
1
14123
14123
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
1
14123
14123
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Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. : 150 x 120 cm.
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¼1½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa jruflag dh nwdku ls jktsUnz HkkxZo ds ?kj rd
1
5298
5298
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¼2½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqMh prjiqjk esa fcUVw ds ?kj ls nhid ds ?kj rd
1
5298
5298
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¼3½ xzke iapk;r pqM+h prjiqjk i- l- e.Mkok ds xzke pqM+h prjiqjk esa v'kksd tkafxM+ ds ?kj ls jkts'k eh.kk ds ?kj rd
1
5298
5298
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¼4½ xzke iapk;r pqqM+Syk i- l- vylhlj ds xzke pqM+Syk esa qaquw pq# eq[; lM+d ls lqjsUnz fryksfV;k ds ?kj rd
1
5298
5298
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