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
₹ 51,940Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_CEPWD_425437_1Bid Award Id
ViewTender No
EE PWD DN BUNDI NIT NO. 08 YEAR 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/content/raj/roads/pwd/en/home.html
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Documents
BOQ Items
lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
40.21
169525
4216
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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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
74.75
357006
4776
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
114.25
543258
4755
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
21.57
113652
5269
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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-
lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
1.12
99625
88951.18
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
32.4
191419
5908
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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-
lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
1.75
157729
90131
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
5.4
60334
11173
Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
6.48
1814
280
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
7.12
7141
1003
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
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lEidZ lM+d c:U/ku 1@0 ij dyoVZ dk;Z
9.99
4735
474
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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lh Mh odZ es?kkjkor dh kSifM+;k ls [kh.;k
58.65
180172
3072
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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lh Mh odZ es?kkjkor dh kSifM+;k ls [kh.;k
117.3
683389
5826
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