Public Works Department Tender
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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
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_247000_4Bid Award Id
ViewTender No
ACE PWD ZONE KOTA NITNO-22-2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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okMZ ua0 48 esa Hkxoku flag ls izHkqyky rd lhlh lMd fuekZ.k dk;Z
28.41
-
1
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okMZ ua0 53 U;w usg: Ldwy ds ihNs dkWyksuh esa lh-lh- lMd@isp odZ dk;ZA
44.54
-
1
... More
Total
146.81
-
1293
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Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing as per MoRTH specification : Clause No. 601, 112.
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-
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okMZ ua0 28 esa izkQslj dkWyksuh dh xyh ua0 1]2]3]4]5] esa lh-lh- lMd@isp odZ dk;ZA
16.53
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1
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okMZ ua0 29 U;w dkWyksuh esa xksiky th uqoky ds edku ls fo|k fogkj Ldwy ls gksrs gq, ljl Ms;jh rd lh-lh- lMd@isp odZ dk;ZA
12.83
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1
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okMZ ua0 30 xksiky pUn tktw ls rkifM;ka ds edku rd lhlh lMd fuekZ.k dk;ZA
12.09
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1
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okMZ la[;k 39 es fMQsssUl Ldwy ds lkeus frokjh th ,yvkbZlh ls oS'kkyh uxj es Jh dkyq yky th tkaxhM ds edku rd lhlh jksMA
11.34
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1
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okMZ ua0 40 dsljh flag uxj esa 'kkafr dqekj xqIrk ds edku ds lkeus ls jkts'k dkyjk ds edku rd lhlh ldM fuekZ.k dk;ZA
121.2
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1
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okMZ la[;k 44 es eqds'k lSuh ds edku ls nhid eh.kk ds edku rd isp odZ
11.34
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1
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okMZ la[;k 44 es Hkaoj yky 'kekZ ds edku ls oS.kh 'kadj lkgqa rd isp odZ
8.33
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1
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okMZ la[;k 44 es fccuck jksM ls uoy 'kekZ ds edku rd lMd fuekZ.k
8.33
-
1
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okMZ la[;k 46 es jkeLo:Ik 'kekZ ds edku ls xksiky 'kekZ ds edku rd lMd fuekZ.k
8.33
-
1
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okMZ ua0 46 esa fofHkUu LFkkuksa ij lMd ejEer dk;Z
6.6
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1
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okMZ ua0 47 esa fofHkUu LFkkuksa ij lMd ejEer dk;Z
14.63
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1
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okMZ ua0 47 esa vfods'k 'kekZ dsh nqdku ls xksyq ds edku rd lhlh lMd fuekZ.k dk;Z
7.56
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1
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okMZ ua0 48 esa jk/ks';ke iztkir ls iq:"kksre ukxj rd lhlh lMd fuekZ.k dk;Z
75.75
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1
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okMZ ua0 48 esa Hkxoku flag ls izHkqyky rd lhlh lMd fuekZ.k dk;Z
75.75
-
1
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okMZ ua0 49 esa fofHkUu LFkkuksa ij lh-lh- lMd@isp odZ dk;ZA
13.88
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1
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okMZ ua0 50 esa eksgu yky th eh.kk ds edku ls fo".kqnRr ckxMh ds edku rd lhlh@isp odZ dk;Z
6.24
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1
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okMZ ua0 52 lqokydk lnu ds lkeus lhlh lMd ejEer dk;ZA
3.07
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1
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okMZ ua0 53 U;w usg: Ldwy ds ihNs dkWyksuh esa lh-lh- lMd@isp odZ dk;ZA
121.2
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1
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okMZ la[;k 54 es efLtn okys jksM ij pDdh okys ds lkeus lh-lh- lMd@isp odZ dk;ZA
6.24
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1
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okMZ la[;k 54 es lRrkj iku okys dh xyh es lh-lh- lMd@isp odZ dk;ZA
6.3
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1
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okMZ la[;k 54 es xUuh HkkbZ dh xyh dk lh-lh- lMd@isp odZ dk;ZA
6.94
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1
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okMZ la[;k 55 es gehn vaalkjh 'kxqQRkk valkjh dfu"B vfHk;ark ds edku ds dksus ls ukys rd eq[; lMd dk fuekZ.k dk;ZA
6.94
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1
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okMZ ua0 56 esa ehy o desys ds pkSd esa lh-lh- lMd@isp odZ dk;ZA
3.95
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1
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okMZ ua0 60 Hkwfr;k [kky dh xyh esa lh-lh- lMd@isp odZ dk;ZA
4.61
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1
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Total
569.98
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2502
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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okMZ ua0 28 esa izkQslj dkWyksuh dh xyh ua0 1]2]3]4]5] esa lh-lh- lMd@isp odZ dk;ZA
326.25
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1
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okMZ ua0 29 U;w dkWyksuh esa xksiky th uqoky ds edku ls fo|k fogkj Ldwy ls gksrs gq, ljl Ms;jh rd lh-lh- lMd@isp odZ dk;ZA
207
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1
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okMZ ua0 30 xksiky pUn tktw ls rkifM;ka ds edku rd lhlh lMd fuekZ.k dk;ZA
292.5
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1
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okMZ la[;k 39 es fMQsssUl Ldwy ds lkeus frokjh th ,yvkbZlh ls oS'kkyh uxj es Jh dkyq yky th tkaxhM ds edku rd lhlh jksMA
250.2
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1
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okMZ ua0 40 dsljh flag uxj esa 'kkafr dqekj xqIrk ds edku ds lkeus ls jkts'k dkyjk ds edku rd lhlh ldM fuekZ.k dk;ZA
181.8
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1
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okMZ la[;k 44 es eqds'k lSuh ds edku ls nhid eh.kk ds edku rd isp odZ
250.2
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1
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okMZ la[;k 44 es Hkaoj yky 'kekZ ds edku ls oS.kh 'kadj lkgqa rd isp odZ
166.5
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1
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okMZ la[;k 44 es fccuck jksM ls uoy 'kekZ ds edku rd lMd fuekZ.k
166.5
-
1
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okMZ la[;k 46 es jkeLo:Ik 'kekZ ds edku ls xksiky 'kekZ ds edku rd lMd fuekZ.k
166.5
-
1
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okMZ ua0 46 esa fofHkUu LFkkuksa ij lMd ejEer dk;Z
247.5
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1
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okMZ ua0 47 esa fofHkUu LFkkuksa ij lMd ejEer dk;Z
243.75
-
1
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okMZ ua0 47 esa vfods'k 'kekZ dsh nqdku ls xksyq ds edku rd lhlh lMd fuekZ.k dk;Z
252
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1
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okMZ ua0 48 esa jk/ks';ke iztkir ls iq:"kksre ukxj rd lhlh lMd fuekZ.k dk;Z
113.63
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1
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okMZ ua0 48 esa Hkxoku flag ls izHkqyky rd lhlh lMd fuekZ.k dk;Z
113.63
-
1
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okMZ ua0 49 esa fofHkUu LFkkuksa ij lh-lh- lMd@isp odZ dk;ZA
277.5
-
1
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okMZ ua0 50 esa eksgu yky th eh.kk ds edku ls fo".kqnRr ckxMh ds edku rd lhlh@isp odZ dk;Z
124.88
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1
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okMZ ua0 52 lqokydk lnu ds lkeus lhlh lMd ejEer dk;ZA
83.7
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1
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okMZ ua0 53 U;w usg: Ldwy ds ihNs dkWyksuh esa lh-lh- lMd@isp odZ dk;ZA
272.7
-
1
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okMZ la[;k 54 es efLtn okys jksM ij pDdh okys ds lkeus lh-lh- lMd@isp odZ dk;ZA
124.88
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1
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okMZ la[;k 54 es lRrkj iku okys dh xyh es lh-lh- lMd@isp odZ dk;ZA
210
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1
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okMZ la[;k 54 es xUuh HkkbZ dh xyh dk lh-lh- lMd@isp odZ dk;ZA
138.75
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1
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okMZ la[;k 55 es gehn vaalkjh 'kxqQRkk valkjh dfu"B vfHk;ark ds edku ds dksus ls ukys rd eq[; lMd dk fuekZ.k dk;ZA
138.75
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1
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okMZ ua0 56 esa ehy o desys ds pkSd esa lh-lh- lMd@isp odZ dk;ZA
126
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1
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okMZ ua0 60 Hkwfr;k [kky dh xyh esa lh-lh- lMd@isp odZ dk;ZA
147
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1
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Total
4622.12
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5297
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Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by vibratory roller 8-10 tonne to achieve minimum dry density as given in table 300-2 for embankment construction as per MoRTH specification : Clause No. 305.
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okMZ ua0 40 dsljh flag uxj esa 'kkafr dqekj xqIrk ds edku ds lkeus ls jkts'k dkyjk ds edku rd lhlh ldM fuekZ.k dk;ZA
90.9
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1
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okMZ ua0 48 esa jk/ks';ke iztkir ls iq:"kksre ukxj rd lhlh lMd fuekZ.k dk;Z
75.75
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1
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okMZ ua0 48 esa Hkxoku flag ls izHkqyky rd lhlh lMd fuekZ.k dk;Z
75.75
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1
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Total
242.4
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26
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