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
₹ 4,02,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293683_20Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-02-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
604.5
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
345
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
840
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
855
-
1
Total
3562.5
-
745
Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly Material including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 10 km
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efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
684
-
1
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
882
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
604.5
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
330
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
840
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
855
-
1
Total
4195.5
-
69.95
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
205.2
-
1
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
226.8
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
151.13
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
89.7
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
210
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
213.75
-
1
Total
1096.58
-
1207
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial 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.
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-
efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
273.6
-
1
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
302.4
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
201.5
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
119.6
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
280
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
285
-
1
Total
1462.1
-
2793
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 slip 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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efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
399
-
1
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
441
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
302.25
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
172.5
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
420
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
427.5
-
1
Total
2162.25
-
5497
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
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efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
1
-
1
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
1
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
1
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
1
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
1
-
1
Total
5
-
9492
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 600 mm dia
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-
efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
10
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
10
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
15
-
1
Total
35
-
2072
Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS) PN-16 Pipe, 16 mm OD
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-
-
efgthr foyk ls MkW0 rqdkjke cUlkSj rd ¼vkuUn fogkj½
110
-
1
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
125
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
125
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
150
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
60
-
1
lat; [k.Msyoky dh nqdku ¼vkbZlhvkbZlhvkbZ cSad½ usrk cuk ls gqrs gq, tSu eafnj rd
100
-
1
Total
670
-
123
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Hard soil (pick work)
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-
MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
420
-
1
Total
420
-
104
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia
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MkWW0 jkds'k oekZ ls vkuUn fogkj dkWyksuh fLFkr xq:}kjk rd
15
-
1
jkenso eafnj ¼clsM+k eksgYyk½ ls ukdksZfVDl vkWfQl rd
20
-
1
vkjk e'khu ls f'koe VsUV gkml rd ¼/kuokM+k esujksM+½
15
-
1
jk/kkje.k ekaxfyd Hkou ls iqjkuh tsy rd
30
-
1
Total
80
-
764
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