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
₹ 69,600Document 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_426729_6Bid Award Id
ViewTender No
EE PWD DIV. BARAN NITNO-16/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
dqy
247.45
74
18311
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
86.29
1
-
dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
88.17
1
-
dqy
174.46
3806
663995
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
93.6
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
117.23
1
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dqy
210.83
4909
1034964
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
1.1
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
1.47
1
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dqy
2.57
88818
228262
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). 1000 mm dia
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
22.5
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
22.5
1
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dqy
45
5261
236745
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,, tie rod, admixtures and vacuum processing pump as approved, , 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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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
72
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
72
1
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dqy
144
5881
846864
Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
1
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
1
1
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dqy
2
20115
40230
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
1
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
1
1
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dqy
2
1672
3344
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
316
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
303
1
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dqy
619
154
95326
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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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
33.75
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
33.75
1
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dqy
67.5
1327
89573
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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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 4@000
33.75
1
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dVkoj ls 'ksjx ok;k vpjkok] djtwuk fdeh 5@1500
33.75
1
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dqy
67.5
3159
213233
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